513452600_Bid Permit Set_Volume 1 Combined_09.21.179/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEFOR REVIEWFOR REVIEW513-4526-0009.21.17CSCOVER SHEETCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLECAMPBELL UNIVERSITY FOUNDATION STUDENT UNIONBuies Creek, NC 27506PERMIT/BID SET - 09.21.17OWNERCampbell University143 Main StreetBuies Creek, NC 27506(919) 893-1200Jim RobertsACOUSTICAL/AVThorburn Associates Inc.2500 Gateway Cenre Blvd.Morrisville, NC 27560(919) 463-9995Steven Thorburn, PEARCHITECTLITTLE410 Blackwell StreetDurham, NC 27701(919) 474-2500Will Harrison, AIACIVILStewart Engineering421 Fayetteville StreetRaleigh, NC 27601(919) 380-8750Roy Lorenzen, PELANDSCAPESurface 678215 Morris Street, Suite 150Durham, NC 27701(919) 419-1199Walt Havener, PESTRUCTURALLITTLE410 Blackwell StreetDurham, NC 27701(919) 474-2500David Blankfard, PEPLUMBINGRMF Engineering8081 Arco Corporate Drive, Suite 300Raleigh, NC 27617(919) 941-9876Blake Smith, PEMECHANICALRMF Engineering8081 Arco Corporate Drive, Suite 330Raleigh, NC 27617(919) 941-9876Blake Smith, PEELECTRICALRMF Engineering8081 Arco Corporate Drive, Suite 300Raleigh, NC 27617(919) 941 9876Alan Cave, PEFOOD SERVICETipton Associates449 Westmoreland DriveBaton Rouge, LA 70806(225) 387-0101Daniel Zito, AIANO. REASON DATEVOLUME 1
INTERIORELEVATIONMARKERELEVATION DATUMPOINTEXTERIORELEVATIONMARKERNORTH ARROWDOOR NUMBERALUMINUM FRAMINGSYSTEM TAGDETAIL MARKERSECTION MARKERCOLUMN GRIDAND GRID BUBBLESROOM NAMEROOM NUMBERA30121st FLOOR0' - 0"CARD READERAFS-20CRWALL TAGWINDOW TAGTOILETACCESSORIES TAGSHEET KEYNOTEMATERIALS TAGEQUIPMENT TAG0A00A KX00?AEQ-1PTD2222VIEW ELEMENTSSITE & LOCATION ELEMENTSARCHITECTURAL ELEMENTSANNOTATIONS0000AAROOMNAME1011A101SIMA5.0.2B1A5.0.2B1111A.WHERE NEW PARTITION ALIGNS WITH THE FACE OF AN EXISTINGFURRED COLUMN OR PARTITION, REMOVE CORNER BEAD, TAPE ANDSPACKLE NEW PARTITION TO EXISTING GYPSUM BOARD.B.ALL EXISTING WALL SURFACES AND PARTITIONS TO REMAIN SHALL BEPATCHED, SPACKLED AND SANDED SMOOTH SO AS NOT TO LEAVE ANYEVIDENCE OF DEMOLITION OR REPAIR WORK. PREPARE SURFACESFOR NEW FINISHES AS REQUIRED.C.PROVIDE RECESSED FIRE EXTINGUISHER CABINETS, SMOKEDETECTORS, AND ALL OTHER LIFE SAFETY DEVICES AS REQUIRED BYCODE. PROVIDE DRAWING SHOWING NUMBER, LOCATION, ANDSPECIFICATION OF SUCH DEVICES FOR L&AA REVIEW PRIOR TOFRAMING OF WALLS. DO NOT PLACE IN FIRE RATED PARTITIONS.D.ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS WHICHINCLUDE THE OWNER/CONTRACTOR AGREEMENT, THE PROJECTMANUAL (WHICH CONTAINS THE GENERAL CONDITIONS, AND THESPECIFICATIONS), THE DRAWINGS AND ALL ADDENDA ANDMODIFICATIONS ISSUED BY THE ARCHITECT.E.THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALLDIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORKIS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS SHALL BEIMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATIONPRIOR TO THE PERFORMANCE OF ANY WORK IN QUESTION.F.CONTRACTOR SHALL COORDINATE WITH TENANT THE SCHEDULE FORALL TELEPHONE COMPANY AND DATA INSTALLATIONS.G."ALIGN" SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THESAME PLANE.H.CONTRACTOR SHALL COORDINATE AND PROVIDE METAL BACKINGPLATES OR SOLID WOOD BLOCKING (FIRE TREATED) IN PARTITIONSAND CEILING FOR ALL MILLWORK, WALL AND CEILING ATTACHED ITEMSAS REQUIRED BY EACH SPECIFIC ITEM.I.ALL WORK NOTED "BY OTHERS" OR "NIC" SHALL BE PROVIDED BYOWNER OR UNDER SEPARATE CONTRACT.J.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALLPARTITION LOCATIONS, DIMENSIONS AND TYPES, ALL DOOR ANDWINDOW LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. INCASE OF CONFLICT, NOTIFY ARCHITECT; PARTITION PLAN BY DESIGNINTENT ARCHITECT SUPERSEDES OTHER PLANS.K.ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE,UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" SHALLBE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHESINCLUDING CARPET, CERAMIC TILE, VCT, ETC.L.PARTITIONS AT BUILDING PERIMETER SHALL BE CENTERED ONCENTER LINE OF COLUMN OR WINDOW MULLION, UNLESS OTHERWISENOTED.M.COLUMN CENTER LINES (OR GRID LINES) ARE SHOWN FORDIMENSIONING, VERIFY EXACT LOCATIONS IN FIELD.N.PARTITION TYPES ENCLOSING ROOMS AND SPACES SHALL BECONTINUOUS THROUGHOUT ENTIRE ROOM OR SPACE.O.PROVIDE ACOUSTICAL CAULKING AROUND ALL PERIMETER EDGESAND/OR PENETRATIONS AT SOUND INSULATED WALLS. OFFSETELECTRICAL AND TELEPHONE OUTLETS 16" MINIMUM IN SEPARATESTUD CAVITIES.09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17G0.0.1GENERALINFORMATION ANDSHEET INDEXCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLELIST OF DRAWING SHEETSSYMBOLSAbbr. Abbreviated PhrasePERF PERFORATE(D)PFB PREFABRICATE(D)PFN PREFINISH(ED)PL, PLAM PLASTIC LAMINATEPLAS PLASTER, PLASTICPLWD PLYWOODPNL PANELPNT PAINT(ED)PR PAIRPT PRESSURE TREAT(ED)PTN PARTITIONQT QUARRY TILE, QUARTRB RUBBER BASERBT RUBBER TILEREC RECEPTACLEREF REFERENCE, REFERREFR REFRIGERATORREM REMOVEREQ'D REQUIREDRM ROOMRS RESILIENTS&R SHELF AND RODSCW SOLID CORE WOODSECT SECTIONSF SQUARE FEETSFRM SPRAYED FIRE RESISTIVE MATERIALSHR SHOWERSIM SIMILARSPEC SPECIFICATION(S)SS STAINLESS STEELSSM SOLID SURFACE MATERIALST STONESTD STANDARDSTOR STORAGESUSP SUSPENDEDSUSP CLG SUSPENDED CEILINGSV SHEET VINYLSYS SYSTEMTEMP TEMPERED, TEMPORARYTME TO MATCH EXISTINGTYP TYPICALUNO UNLESS NOTED OTHERWISEVB VINYL BASEVCT VINYL COMPOSITE TILEVERT VERTICAL(LY)VIF VERIFY IN FIELDVIN VINYLVT VINYL TILEVWC VINYL WALL COVERINGW WIDTHW/ WITHW/O WITHOUTWB WOOD BASEWC WATER CLOSETWD WOODWGT WEIGHTWIN WINDOWWTW WALL TO WALLAbbr. Abbreviated PhraseFOS FACE OF SHEATHINGFR FIRE RETARDANT TREATEDFT FOOT, FEETFURR FURR(ED), (ING)FUT FUTUREFWC FABRIC WALL COVERINGFWP FABRIC WRAPPED PANELGA GAUGEGALV GALVANIZEDGB GLASS BOARDGC GENERAL CONTRACTORGL GLASS, GLAZINGGR GROUTGRAN GRANITEGWB GYPSUM WALL BOARDGYP GYPSUMHC HOLLOW COREHD HAND DRYERHDR HEADERHDW HARDWAREHGT HEIGHTHORIZ HORIZONTAL(LY)HR HOURHVAC HEATING, VENTILATION, AND AIRCONDITIONINGHWD HARDWOODIBC INTERNATIONAL BUILDING CODEID INSIDE DIAMETERINCL INCLUDE(D), (ING)INSUL INSULATE(D), (ING)INT INTERIORJAN JANITOR'S CLOSETJT JOINTKIT KITCHENKPL KICK PLATEL LENGTHLAM LAMINATE(D)LBL LABELLCKR LOCKERLIN LINOLEUMLT LIGHTLVL LAMINATED VENEER LUMBERLVT LUXURY VINYL TILEMATL MATERIAL(S)MAX MAXIMUMMB MARKER BOARDMECH MECHANICALMFR MANUFACTURE(R)MIN MINIMUMMISC MISCELLANEOUSMP METAL PANELMTD MOUNTEDMTL METALMULL MULLIONMWK MILLWORKN NORTHNIC NOT IN CONTRACTNO, # NUMBERNR NOISE REDUCTIONNRC NOISE REDUCTION COEFFICIENTNTS NOT TO SCALEOC ON CENTEROFF OFFICEOH OPPOSITE HANDOPNG OPENINGPED PEDESTAL, PEDESTRIAN, PEDIATRICAbbr. Abbreviated PhraseACT ACOUSTIC CEILING TILEADA AMERICANS WITH DISABILITIES ACTADJ ADJUSTABLEAED AUTOMATED EXTERNAL DEFIBRILLATORAFF ABOVE FINISH FLOORAL ALUMINUMALT ALTERNATEAMC ACOUSTICAL METAL CEILINGAPPROX APPROXIMATEARCH ARCHITECT(URAL)AWC ACOUSTICAL WOOD CEILINGBBD BULLETIN BOARDBD BOARDBO BOTTOM OFBOT BOTTOMC/L, CL CENTERLINECAB CABINETCC CUBICLE CURTAINCIR CIRCLECLG CEILINGCLOS CLOSETCLR CLEAR(ANCE)COL COLUMNCON,CONCCONCRETECONST CONSTRUCTIONCONT CONTINUOUS / CONTINUECONTR CONTRACTORCOORD COORDINATECPT CARPETCRB COVED RUBBER BASECT CERAMIC OR PORCELAIN TILECTR CENTERD DRYERDBL DOUBLEDEG DEGREEDEMO DEMOLISH / DEMOLITIONDET, DTL DETAILDIA DIAMETERDIM DIMENSIONDR DOORDS DOWNSPOUTDWG DRAWING(S)DWN DOWNDWR DRAWEREA EACHEL ELEVATIONELEC ELECTRICALELEV ELEVATOREOS EDGE OF SLABEP EPOXY FLOORINGEQ EQUAL(LY)EQPT EQUIPMENTEW EACH WAYEWC ELECTRIC WATER COOLEREXIST EXISTINGEXP EXPANSIONEXT EXTERIORFAAP FIRE ALARM ANNUNCIATOR PANELFBO FURNISHED BY OTHERSFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH FLOORFIN FINISH(ED)FLR FLOOR(ING)FLUOR FLUORESCENTFO FACE OFFOB FACE OF BRICKFOG FACE OF GLASSABBREVIATIONSGENERAL NOTESSheetNumberSheet Name14-AUDIO VISUALAV-001 SHEET INDEX AND NOTESAV-002 SCHEDULESAV-003 RISER DIAGRAMSAV-101 FLOOR PLAN - THEATERAV-102 FLOOR PLAN - DINING HALL / PREFUNCTIONAV-201 REFLECTED CEILING PLAN - THEATERAV-202 REFLECTED CEILING PLAN - DINING HALL / PREFUNCTIONAV-301 SECTIONS AND ELEVATIONSAV-302 SECTIONS AND ELEVATIONSAV-303 SECTIONS AND ELEVATIONSAV-304 SECTIONS AND ELEVATIONSAV-501 RACK ELEVATIONSAV-601 INTERFACE PLATESAV-701 COORDINATION DETAILSAV-702 COORDINATION DETAILSAV-801 PROJECTION ROOM DETAILS15-FOOD SERVICEFS400 ENLARGED FLOOR PLANSFS401 ENLARGED FLOOR PLANSFS402 ENLARGED FLOOR PLANSFS403 ENLARGED FLOOR PLANSFS404 ENLARGED FLOOR PLANSFS750 MILLWORK SECTIONS & DETAILSFS751 MILLWORK SECTIONS & DETAILSFS752 MILLWORK SECTIONS & DETAILS16-SPECIALTY/FOOD SERVICE EQUIPMENT/KITCHENQF-100 1ST FLOOR FOOD SERVICE EQUIPMENT SCHEDULEQF-101 1ST FLOOR RESIDENTIAL FOOD SERVICE EQUIPMENT PLANQF-102 1ST FLOOR DELI/WAREWASHING FOOD SERVICE EQUIPMENT PLANQF-103 1ST FLOOR OASIS FOOD SERVICE EQUIPMENT PLAN & SCHEDULEQF-104 2ND FLOOR FOOD SERVICE EQUIPMENT SCHEDULEQF-105 2ND FLOOR FOOD SERVICE EQUIPMENT PLANQF-106 2ND FLOOR SMOOTHIE BAR FOOD SERVICE EQUIPMENT PLAN &SCHEDULEQF-107 1ST FLOOR PLUMBING SCHEDULEQF-108 1ST FLOOR RESIDENTIAL PLUMBING PLANQF-109 1ST FLOOR DELI-WAREWASHINGING PLUMBING PLANQF-110 1ST FLOOR OASIS PLUMBING PLAN & SCHEDULEQF-111 2ND FLOOR PLUMBING & ELECTRICAL SCHEDULEQF-112 2ND FLOOR PLUMBING PLANQF-113 2ND FLOOR SMOOTHIE BAR PLUMBING PLAN & SCHEDULEQF-114 1ST FLOOR ELECTRICAL PLANQF-115 1ST FLOOR RESIDENTIAL ELECTRICAL PLANQF-116 1ST FLOOR DELI/WAREWASHING ELECTRICAL PLANQF-117 1ST FLOOR OASIS ELECTRICAL PLAN & SCHEDULEQF-118 2ND FLOOR ELECTRICAL PLANQF-119 2ND FLOOR SMOOTHIE BAR ELECTRICAL PLAN & SCHEDULEQF-120 1ST FLOOR RESIDENTIAL MECHANICAL PLANQF-121 1ST FLOOR DELI/WAREWASHING MECHANICAL PLAN & SCHEDULEQF-122 1ST FLOOR OASIS MECHANICAL PLANQF-123 2ND FLOOR MECHANICAL PLANQF-200 FOOD SERVICE EQUIPMENT DETAILSQF-201 PLUMBING & ELECTRICAL DETAILSQF-202 SOILED TRAY CONVEYOR DETAILSQF-300 TYPE I HOOD EXHAUST SCHEDULEQF-301 TYPE I HOOD SUPPLY SCHEDULEQF-302 TYPE I HOOD FILTER SCHEDULEQF-303 TYPE I HOOD GENERAL DETAILSQF-304 TYPE I HOOD – HOOD OPTIONS SCHEDULEQF-305 TYPE I HOOD DETAILS ITEM 40QF-306 TYPE I HOOD DETAILS ITEM 40QF-307 TYPE I HOOD DETAILS ITEM 47QF-308 TYPE I HOOD DETAILS ITEM 59QF-309 TYPE I HOOD DETAILS ITEM 59QF-310 TYPE I HOOD DETAILS ITEM 79QF-311 TYPE I HOOD DETAILS ITEM 79QF-312 TYPE I HOOD DETAILS ITEM 98QF-313 TYPE I HOOD DETAILS ITEM 118QF-314 TYPE I HOOD DETAILS ITEM 118QF-315 TYPE I HOOD DETAILS ITEM 134QF-316 TYPE I HOOD DETAILS ITEM 229QF-317 TYPE I HOOD DETAILS ITEM 229QF-318 FIRE SUPPRESSION SCHEDULE & DETAILSQF-319 FIRE SUPPRESSION SCHEDULE & DETAILSQF-320 FIRE SUPPRESSION SCHEDULE & DETAILSQF-321 CAPTIVEAIRE CONTROL PANELS SCHEDULEQF-322 CAPTIVEAIRE CONTROL PANEL ONEQF-323 CAPTIVEAIRE CONTROL PANEL ONEQF-324 CAPTIVEAIRE CONTROL PANEL TWOQF-325 CAPTIVEAIRE CONTROL PANEL TWOQF-326 CAPTIVEAIRE CONTROL PANEL TWOQF-327 CAPTIVEAIRE CONTROL PANEL THREEQF-328 CAPTIVEAIRE CONTROL PANEL THREEQF-329 CAPTIVEAIRE CONTROL PANEL THREEQF-330 CAPTIVEAIRE CONTROL PANEL FOURQF-331 CAPTIVEAIRE CONTROL PANEL FOURQF-332 CAPTIVEAIRE CONTROL PANEL FOURQF-333 CAPTIVEAIRE CONTROL PANEL FOURQF-334 CAPTIVEAIRE CONTROL PANEL FIVEQF-335 CAPTIVEAIRE CONTROL PANEL FIVEQF-336 CAPTIVEAIRE CONTROL PANEL FIVEQF-337 CAPTIVEAIRE CONTROL PANEL FIVEQF-338 CAPTIVEAIRE CONTROL PANEL FIVEQF-339 CAPTIVEAIRE CONTROL PANEL FIVEQF-340 CAPTIVEAIRE CONTROL PANEL FIVEQF-341 CAPTIVEAIRE CONTROL PANEL FIVEQF-342 CAPTIVEAIRE CONTROL PANEL FIVEQF-343 CAPTIVEAIRE GENERAL DETAILSQF-344 CAPTIVEAIRE GENERAL DETAILSQF-345 CAPTIVEAIRE GENERAL DETAILSQF-346 CAPTIVEAIRE GENERAL DETAILSQF-347 CAPTIVEAIRE GENERAL DETAILSQF-348 CAPTIVEAIRE GENERAL DETAILSQF-349 CAPTIVEAIRE GENERAL DETAILSQF-350 CAPTIVEAIRE UTILITIY DISTRIBUTION SYSTEM ITEM 61QF-351 CAPTIVEAIRE UTILITIY DISTRIBUTION SYSTEM ITEM 61QF-352 CAPTIVEAIRE UTILITIY DISTRIBUTION SYSTEM ITEM 61QF-353 CAPTIVEAIRE UTILITIY DISTRIBUTION SYSTEM ITEM 61QF-354 CAPTIVEAIRE UTILITIY DISTRIBUTION SYSTEM ITEM 61QF-355 CAPTIVEAIRE UTILITIY DISTRIBUTION SYSTEM ITEM 61QF-356 CAPTIVEAIRE UTILITIY DISTRIBUTION SYSTEM ITEM 81QF-357 CAPTIVEAIRE UTILITIY DISTRIBUTION SYSTEM ITEM 81QF-358 CAPTIVEAIRE UTILITIY DISTRIBUTION SYSTEM ITEM 81QF-359 CAPTIVEAIRE UTILITIY DISTRIBUTION SYSTEM ITEM 81QF-360 CAPTIVEAIRE UTILITIY DISTRIBUTION SYSTEM ITEM 81QF-361 CAPTIVEAIRE UTILITIY DISTRIBUTION SYSTEM ITEM 231QF-362 CAPTIVEAIRE UTILITIY DISTRIBUTION SYSTEM ITEM 231QF-363 CAPTIVEAIRE UTILITIY DISTRIBUTION SYSTEM ITEM 231QF-364 CAPTIVEAIRE UTILITIY DISTRIBUTION SYSTEM ITEM 231QF-365 CAPTIVEAIRE UTILITIY DISTRIBUTION SYSTEM ITEM 231QF-366 CAPTIVEAIRE UTILITIY DISTRIBUTION SYSTEM ITEM 231QF-400 CUSTOM FRABRICATION DETAILSQF-401 CUSTOM FRABRICATION DETAILSQF-402 CUSTOM FRABRICATION DETAILSQF-403 CUSTOM FRABRICATION DETAILSQF-404 CUSTOM FRABRICATION DETAILSQF-405 CUSTOM FRABRICATION DETAILSQF-406 CUSTOM FRABRICATION DETAILSQF-407 CUSTOM FRABRICATION DETAILSQF-408 CUSTOM FRABRICATION DETAILSQF-409 CUSTOM FRABRICATION DETAILSSheetNumberSheet NameM1.2.2B MECHANICAL PIPING - LEVEL 2 - BM1.2.2C MECHANICAL PIPING - LEVEL 2 - CM1.2.2D MECHANICAL PIPING - LEVEL 2 - DM3.1.1 BARNES AND NOBLE, STUDENT INVOLVEMENT AREA SECTIONS - AHU-1M3.1.2 BARNES AND NOBLE, STUDENT INVOLVEMENT AREA SECTIONS - AHU-1M3.2.1 FITNESS CENTER AREA SECTIONS - AHU-2M3.3.1 MAIN AND CATERING KITCHEN AREA SECTIONS - AHU-3M3.4.1 OASIS AREA SECTIONS - AHU-4M3.5.1 STUDENT DINING AREA SECTIONS - AHU-5M3.6.1 SMOOTHIE BAR AREA SECTIONS - AHU-6M3.7.1 DINING ROOM AREA SECTIONS - AHU-7M3.8.1 MOVIE THEATER AREA SECTIONS - AHU-8M3.9.1 MECHANICAL SECTIONS - CHILLER ROOMM4.1.1 ENLARGED KITCHEN PLANM4.2.1 MECHANICAL PLAN - CHILLER ROOMM4.2.2 MECHANICAL PLAN - COOLING TOWERSM4.2.3 MECHANICAL 3D VIEW - CHILLER ROOMM5.1.1 MECHANICAL DETAILSM5.1.2 MECHANICAL DETAILSM5.1.3 MECHANICAL DETAILSM6.1.1 MECHANICAL SCHEDULESM6.1.2 MECHANICAL SCHEDULESM8.1.1 MECHANICAL SCHEMATICSM8.1.2 MECHANICAL SCHEMATICSM8.1.3 MECHANICAL SCHEMATICSM8.1.4 MECHANICAL SCHEMATICSM8.2.1 PLANT - CHILLED WATER P&IDM8.2.2 PLANT - CONDENSER WATER P&IDM8.2.3 PLANT - HEATING WATER P&IDM8.2.4 PLANT - NON-POTABLE WATER P&ID12 - ElectricalE0.0.1 ELECTRICAL NOTES AND SYMBOLSE0.0.2 ELECTRICAL GENERAL NOTES AND ABBREVIATIONSE1.0.1 ELECTRICAL SITE PLANE1.1.1A ELECTRICAL POWER PLAN - LEVEL 1 - AE1.1.1B ELECTRICAL POWER PLAN - LEVEL 1 - BE1.1.1C ELECTRICAL POWER PLAN - LEVEL 1 - CE1.1.1D ELECTRICAL POWER PLAN - LEVEL 1 - DE1.1.2A ELECTRICAL POWER PLAN - LEVEL 2 - AE1.1.2B ELECTRICAL POWER PLAN - LEVEL 2 - BE1.1.2C ELECTRICAL POWER PLAN - LEVEL 2 - CE1.1.2D ELECTRICAL POWER PLAN - LEVEL 2 - DE1.1.3A ELECTRICAL POWER PLAN - ROOF - AE1.1.3B ELECTRICAL POWER PLAN - ROOF - BE1.1.3C ELECTRICAL POWER PLAN - ROOF - CE1.1.3D ELECTRICAL POWER PLAN - ROOF - DE1.2.1A ELECTRICAL LIGHTING PLAN - LEVEL 1 - AE1.2.1B ELECTRICAL LIGHTING PLAN - LEVEL 1 - BE1.2.1C ELECTRICAL LIGHTING PLAN - LEVEL 1 - CE1.2.1D ELECTRICAL LIGHTING PLAN - LEVEL 1 - DE1.2.2A ELECTRICAL LIGHTING PLAN - LEVEL 2 - AE1.2.2B ELECTRICAL LIGHTING PLAN - LEVEL 2 - BE1.2.2C ELECTRICAL LIGHTING PLAN - LEVEL 2 - CE1.2.2D ELECTRICAL LIGHTING PLAN - LEVEL 2 - DE1.2.3D ELECTRICAL LIGHTING PLAN - ROOF - DE1.3.1A ELECTRICAL SPECIAL SYSTEMS PLAN - LEVEL 1 - AE1.3.1B ELECTRICAL SPECIAL SYSTEMS PLAN - LEVEL 1 - BE1.3.1C ELECTRICAL SPECIAL SYSTEMS PLAN - LEVEL 1 - CE1.3.1D ELECTRICAL SPECIAL SYSTEMS PLAN - LEVEL 1 - DE1.3.2A ELECTRICAL SPECIAL SYSTEMS PLAN - LEVEL 2 - AE1.3.2B ELECTRICAL SPECIAL SYSTEMS PLAN - LEVEL 2 - BE1.3.2C ELECTRICAL SPECIAL SYSTEMS PLAN - LEVEL 2 - CE1.3.2D ELECTRICAL SPECIAL SYSTEMS PLAN - LEVEL 2 - DE1.3.3A ELECTRICAL SPECIAL SYSTEMS PLAN - ROOF - AE1.3.3B ELECTRICAL SPECIAL SYSTEMS PLAN - ROOF - BE1.3.3C ELECTRICAL SPECIAL SYSTEMS PLAN - ROOF - CE1.3.3D ELECTRICAL SPECIAL SYSTEMS PLAN - ROOF- DE4.1.1 ELECTRICAL ENLARGED PLANSE4.1.2 ELECTRICAL ENLARGED PLANSE4.1.3 ELECTRICAL ENLARGED PLANSE4.1.4 ELECTRICAL ELEVATIONSE5.1.1 ELECTRICAL DETAILSE5.1.2 ELECTRICAL DETAILSE5.1.3 ELECTRICAL DETAILSE5.1.4 ELECTRICAL DETAILSE5.2.1 FIRE ALARM DETAILSE5.3.1 TELECOMMUNICATIONS DETAILSE6.1.1 ELECTRICAL LIGHTING FIXTURE SCHEDULEE6.1.2 ELECTRICAL EQUIPMENT AND MOTOR SCHEDULEE6.1.3 ELECTRICAL EQUIPMENT AND MOTOR SCHEDULEE6.1.4 ELECTRICAL KITCHEN EQUIPMENT SCHEDULEE6.1.5 ELECTRICAL KITCHEN EQUIPMENT SCHEDULEE6.1.6 ELECTRICAL KITCHEN EQUIPMENT SCHEDULEE6.1.7 ELECTRICAL KITCHEN EQUIPMENT SCHEDULEE6.1.8 ELECTRICAL PANELBOARD SCHEDULESE6.1.9 ELECTRICAL PANELBOARD SCHEDULESE6.1.10 ELECTRICAL PANELBOARD SCHEDULESE6.1.11 ELECTRICAL PANELBOARD SCHEDULESE6.1.12 ELECTRICAL PANELBOARD SCHEDULESE6.1.13 ELECTRICAL PANELBOARD SCHEDULESE6.1.14 ELECTRICAL PANELBOARD SCHEDULESE6.1.15 ELECTRICAL PANELBOARD SCHEDULESE6.1.16 ELECTRICAL PANELBOARD SCHEDULESE6.1.17 ELECTRICAL PANELBOARD SCHEDULESE6.1.18 ELECTRICAL PANELBOARD SCHEDULESE6.1.19 ELECTRICAL PANELBOARD SCHEDULESE6.1.20 ELECTRICAL PANELBOARD SCHEDULESE6.1.21 ELECTRICAL PANELBOARD SCHEDULESE6.1.22 ELECTRICAL PANELBOARD SCHEDULESE7.1.1 ELECTRICAL SINGLE LINE DIAGRAME7.2.1 FIRE ALARM RISER DIAGRAME7.3.1 TELECOMMUNICATIONS RISER DIAGRAMSheetNumberSheet NameA8.1.1C FINISH PLAN - LEVEL 01 - REGION CA8.1.1D FINISH PLAN - LEVEL 01 - REGION DA8.1.2 FINISH PLAN - OVERALL LEVEL 02A8.1.2A FINISH PLAN - LEVEL 02 - REGION AA8.1.2B FINISH PLAN -LEVEL 02 - REGION BA8.1.2C FINISH PLAN - LEVEL 02 - REGION CA8.1.2D FINISH PLAN - LEVEL 02 - REGION DA8.1.3 ENLARGED FINISH PLANSA8.1.5 ENLARGED CASEWORK PLAN & ELEVATIONSA8.2.1 INTERIOR ELEVATIONS - LEVEL 1 - REGION A - OASIS DELI & CAFEA8.2.2 INTERIOR ELEVATIONS - LEVEL 1 - REGION A - OASIS LOUNGE, GAMING,GMRA8.2.3 INTERIOR ELEVATIONS - LEVEL 1 - REGION A - FITNESSA8.2.4 INTERIOR ELEVATIONS - LEVEL 1 - REGION B - MAIN HALLA8.2.5 INTERIOR ELEVATIONS - LEVEL 1 - REGION C - RESIDENTIAL DININGA8.2.6 INTERIOR ELEVATIONS - LEVEL 1 - REGION D - BARNES & NOBLEA8.2.7 INTERIOR ELEVATIONS - LEVEL 2 - REGION A - CINEMAA8.2.8 INTERIOR ELEVATIONS - LEVEL 2 - REGION A - CINEMA PREFUNCTION &SMOOTHIE BARA8.2.9 INTERIOR ELEVATIONS - LEVEL 2 - REGION B - MAIN HALLA8.2.10 INTERIOR ELEVATIONS - LEVEL 2 - REGION C - DINING ROOMPREFUNCTIONA8.2.11 INTERIOR ELEVATIONS - LEVEL 2 - REGION C - DINING ROOMA8.2.12 INTERIOR ELEVATIONS - LEVEL 2 - REGION C - DINING ROOMA8.2.13 INTERIOR ELEVATIONS - LEVEL 2 - REGION D - STUDENT INVOLVEMENTA8.4.5 INTERIORS ALTERNATES - ENLARGED PLAN, ELEVATION & DETAILSA9.0.1 DOOR SCHEDULE - LEVEL 1A9.0.2 DOOR SCHEDULE - LEVELS 2 AND CINEMA MEZZANINEA9.0.3 DOOR AND FRAME TYPESA9.1.1 INTERIOR FRAMING SYSTEM ELEVATIONSA9.1.2 INTERIOR FRAMING SYSTEM ELEVATIONS08-STRUCTURALS0.0.1 GENERAL NOTESS0.0.2 STATEMENT OF SPECIAL INSPECTIONSS1.0.1 FOUNDATION PLANS1.0.1A FOUNDATION SLAB PLANS1.0.2 SECOND FLOOR FRAMING PLANS1.0.2A SECOND FLOOR SLAB PLANS1.0.3 ROOF FRAMING PLANS1.0.3A ROOF DECK PLANS1.0.4 HIGH ROOF FRAMING PLANS1.0.5 ENLARGED FRAMING PLANSS2.0.1 ELEVATIONSS2.0.2 ELEVATIONSS2.0.3 ELEVATIONSS2.0.4 ELEVATIONSS2.0.5 ELEVATIONSS3.0.1 COLUMN SCHEDULES3.0.2 COLUMN SCHEDULES3.0.3 COLUMN AND FOUNDATION SCHEDULESS3.0.4 FOUNDATION DETAILSS3.0.5 FOUNDATION DETAILSS3.0.6 FOUNDATION DETAILSS3.0.7 FOUNDATION DETAILSS3.1.1 FLOOR FRAMING DETAILSS3.1.2 FLOOR FRAMING DETAILSS3.1.3 FLOOR FRAMING DETAILSS3.1.4 FLOOR FRAMING DETAILSS3.1.5 FLOOR FRAMING DETAILSS3.2.1 ROOF FRAMING DETAILSS3.2.2 ROOF FRAMING DETAILSS3.2.3 ROOF FRAMING DETAILSS3.2.4 ROOF FRAMING DETAILSS3.2.5 ROOF FRAMING DETAILSS3.2.6 ROOF FRAMING DETAILSS3.3.1 MASONRY DETAILS09 - PlumbingP0.1.0 PLUMBING NOTES, SYMBOLS, AND ABBREVIATIONSP1.1.0A SANITARY DRAIN, VENT & STORM UNDERSLAB - AP1.1.0B SANITARY DRAIN, VENT & STORM UNDERSLAB - BP1.1.0C SANITARY DRAIN, VENT & STORM UNDERSLAB - CP1.1.0D SANITARY DRAIN, VENT & STORM UNDERSLAB - DP1.1.1A SANITARY DRAIN, VENT & STORM LEVEL 1 - AP1.1.1B SANITARY DRAIN, VENT & STORM LEVEL 1 - BP1.1.1C SANITARY DRAIN, VENT & STORM LEVEL 1 - CP1.1.1D SANITARY DRAIN, VENT & STORM LEVEL 1 - DP1.1.2A SANITARY DRAIN, VENT & STORM LEVEL 2 - AP1.1.2B SANITARY DRAIN, VENT & STORM LEVEL 2 - BP1.1.2C SANITARY DRAIN, VENT & STORM LEVEL 2 - CP1.1.2D SANITARY DRAIN, VENT & STORM LEVEL 2 - DP1.1.3A SANITARY DRAIN, VENT & STORM ROOF- AP1.1.3B SANITARY DRAIN, VENT & STORM ROOF - BP1.1.3C SANITARY DRAIN, VENT & STORM ROOF - CP1.1.3D SANITARY DRAIN, VENT & STORM ROOF - DP1.2.1A DOMESTIC WATER LEVEL 1 - AP1.2.1B DOMESTIC WATER LEVEL 1 - BP1.2.1C DOMESTIC WATER LEVEL 1 - CP1.2.1D DOMESTIC WATER LEVEL 1 - DP1.2.2A DOMESTIC WATER LEVEL 2 - AP1.2.2B DOMESTIC WATER LEVEL 2 - BP1.2.2C DOMESTIC WATER LEVEL 2 - CP1.2.2D DOMESTIC WATER LEVEL 2 - DP1.2.3A DOMESTIC WATER ROOF - AP1.2.3B DOMESTIC WATER ROOF - BP1.2.3C DOMESTIC WATER ROOF - CP1.2.3D DOMESTIC WATER ROOF - DP4.1.1 ENLARGED RESTROOMS - DOMESTIC - LEVEL 1P4.1.2 ENLARGED RESTROOMS - DOMESTIC - LEVEL 2P4.2.1 ENLARGED RESTROOMS - SANITARY & VENT - LEVEL 1P4.2.2 ENLARGED RESTROOMS - SANITARY & VENT - LEVEL 2P4.3.1 ENLARGED MAIN KITCHEN PLAN - DOMESTIC WATERP4.3.2 ENLARGED MAIN KITCHEN PLAN - DOMESTIC WATERP4.3.3 ENLARGED MAIN KITCHEN PLAN - SANITARY & VENTP4.3.4 ENLARGED MAIN KITCHEN PLAN - SANITARY & VENTP4.3.5 ENLARGED CATERING KITCHEN PLAN - DOMESTIC WATERP4.3.6 ENLARGED CATERING KITCHEN PLAN - SANITARY & VENTP4.3.7 ENLARGED OASIS KITCHEN PLANP4.3.8 ENLARGED SMOOTHIE BAR PLANP4.3.9 ENLARGED HEAT TRACE PLANP5.1.0 PLUMBING DETAILSP5.2.0 PLUMBING DETAILSP6.1.0 PLUMBING SCHEDULESP7.1.1 DOMESTIC WATER RISER DIAGRAMP7.1.2 DOMESTIC WATER RISER DIAGRAMP7.1.3 STORM AND OVERFLOW RISER DIAGRAMP7.1.4 STORM AND OVERFLOW RISER DIAGRAMP7.1.5 SANITARY & VENT RISER DIAGRAMP7.1.6 NATURAL GAS RISER DIAGRAM10 - Fire ProtectionFP0.1.0 FIRE PROTECTION NOTES, SYMBOLS, AND ABBREVIATIONSFP1.1.1A FIRE PROTECTION LEVEL 1 - AFP1.1.1B FIRE PROTECTION LEVEL 1 - BFP1.1.1C FIRE PROTECTION LEVEL 1 - CFP1.1.1D FIRE PROTECTION LEVEL 1 - DFP1.1.2A FIRE PROTECTION LEVEL 2 - AFP1.1.2B FIRE PROTECTION LEVEL 2 - BFP1.1.2C FIRE PROTECTION LEVEL 2 - CFP1.1.2D FIRE PROTECTION LEVEL 2 - D11 - MechanicalM0.1.1 MECHANICAL NOTES, SYMBOLS, AND ABBREVIATIONSM0.1.2 MECHANICAL NOTES, SYMBOLS, AND ABBREVIATIONSM0.1.3 MECHANICAL NOTES, SYMBOLS, AND ABBREVIATIONSM1.1.1A MECHANICAL DUCTWORK - LEVEL 1 - AM1.1.1B MECHANICAL DUCTWORK - LEVEL 1 - BM1.1.1C MECHANICAL DUCTWORK - LEVEL 1 - CM1.1.1D MECHANICAL DUCTWORK - LEVEL 1 - DM1.1.2A MECHANICAL DUCTWORK - LEVEL 2 - AM1.1.2B MECHANICAL DUCTWORK - LEVEL 2 - BM1.1.2C MECHANICAL DUCTWORK - LEVEL 2 - CM1.1.2D MECHANICAL DUCTWORK - LEVEL 2 - DM1.1.3A MECHANICAL DUCTWORK AND PIPING - ROOF - AM1.1.3B MECHANICAL DUCTWORK AND PIPING - ROOF - BM1.1.3C MECHANICAL DUCTWORK AND PIPING - ROOF - CM1.1.3D MECHANICAL DUCTWORK AND PIPING - ROOF - DM1.2.1A MECHANICAL PIPING - LEVEL 1 - AM1.2.1B MECHANICAL PIPING - LEVEL 1 - BM1.2.1C MECHANICAL PIPING - LEVEL 1 - CM1.2.1D MECHANICAL PIPING - LEVEL 1 - DM1.2.2A MECHANICAL PIPING - LEVEL 2 - ASheetNumberSheet Name01-GENERAL/LIFESAFETYCS COVER SHEETG0.0.1 GENERAL INFORMATION AND SHEET INDEXG0.0.2 BUILDING CODE SUMMARYG0.1.1 FIRE RESISTANCE DESIGNSG0.1.2 FIRE RESISTANCE DESIGNSG0.1.3 FIRE RESISTANCE DESIGNSG0.1.4 FIRE RESISTANCE DESIGNSG0.1.5 FIRE RESISTANCE DESIGNSG0.1.6 FIRE RESISTANCE DESIGNSG1.0.1 OCCUPANCY PLAN - LEVEL 01G1.0.2 OCCUPANCY PLAN - LEVEL 02G1.1.1 LIFE SAFETY PLAN - LEVEL 01G1.1.2 LIFE SAFETY PLAN - LEVEL 02G1.1.3 LIFE SAFETY PLANS - LEVEL 02 - DINING ROOM OPTIONS 1 - 405-CIVILC1.0.0 EXISTING CONDITIONSC1.0.1 EXISTING CONDITIONS - POST BUILDINGS DEMOC2.0.0 DEMOLITION PLANC3.0.0 SITE PLANC4.0.0 EROSION CONTROL NOTESC4.0.1 EROSION CONTROL PHASE 1C4.0.2 EROSION CONTROL PHASE 2C4.0.3 EROSION CONTROL PHASE 3C5.0.0 GRADING PLANC5.0.1 DRAINAGE NETWORK PLANC5.1.0 DRAINAGE NETWORK - WEST ROUTE PLAN & PROFILE STA 10+00 TO14+08C5.1.1 DRAINAGE NETWORK - WEST ROUTE PLAN & PROFILE STA 14+08 TO17+84C5.1.2 DRAINAGE NETWORK - EAST ROUTE PLAN & PROFILE STA 10+00 TO14+33C6.0.0 UTILITY PLANC6.1.0 UTILITY PLAN - SANITARY SEWER SERVICE LINE PLAN AND PROFILEC9.0.0 SITE DETAILSC9.1.0 EROSION CONTROL DETAILSC9.2.0 DRAINAGE DETAILSC9.3.0 UTILITY DETAILS06-LANDSCAPEL0.0.1 KEY PLANL1.3.1 MATERIALS PLANL1.3.2 MATERIALS PLANL1.3.3 MATERIALS PLANL1.3.4 MATERIALS PLANL1.4.1 LAYOUT PLANL1.4.2 LAYOUT PLANL1.4.3 LAYOUT PLANL1.4.4 LAYOUT PLANL1.4.6 LIGHTING PLANL1.5.1 GRADING PLANL1.5.2 GRADING PLANL1.5.3 GRADING PLANL1.5.4 GRADING PLANL1.6.1 PLANTING PLANL1.6.2 PLANTING PLANL1.6.3 PLANTING PLANL1.6.4 PLANTING PLANL1.6.5 PLANTING PLANL1.7.1 IRRIGATION PLANL5.0.1 DETAILSL5.0.2 DETAILSL5.0.3 DETAILS07-ARCHITECTURALA0.1.0 WALL TYPES - INTERIOR PARTITIONSA1.0.1 ARCHITECTURAL SITE PLANA1.1.1 FLOOR PLAN - OVERALL LEVEL 01A1.1.1A FLOOR PLAN - LEVEL 01 - REGION AA1.1.1B FLOOR PLAN - LEVEL 01 - REGION BA1.1.1C FLOOR PLAN - LEVEL 01 - REGION CA1.1.1D FLOOR PLAN - LEVEL 01 - REGION DA1.1.2 FLOOR PLAN - OVERALL LEVEL 02A1.1.2A FLOOR PLAN - LEVEL 02 - REGION AA1.1.2B FLOOR PLAN - LEVEL 02 - REGION BA1.1.2C FLOOR PLAN - LEVEL 02 - REGION CA1.1.2D FLOOR PLAN - LEVEL 02 - REGION DA1.1.3 LOW ROOF PLAN - OVERALLA1.1.3A LOW ROOF PLAN - REGION A, UPPER CINEMA LEVEL AND PROJECTIONROOMA1.1.3B LOW ROOF PLAN - REGION BA1.1.3C LOW ROOF PLAN - REGION CA1.1.3D LOW ROOF PLAN - REGION DA1.1.4 HIGH ROOF PLAN - OVERALLA1.2.1 REFLECTED CEILING PLAN - OVERALL LEVEL 01A1.2.1A REFLECTED CEILING PLAN - LEVEL 01 - REGION AA1.2.1B REFLECTED CEILING PLAN - LEVEL 01 - REGION BA1.2.1C REFLECTED CEILING PLAN - LEVEL 01 - REGION CA1.2.1D REFLECTED CEILING PLAN - LEVEL 01 - REGION DA1.2.2 REFLECTED CEILING PLAN - OVERALL LEVEL 02A1.2.2A REFLECTED CEILING PLAN - LEVEL 02 - REGION AA1.2.2B REFLECTED CEILING PLAN - LEVEL 02 - REGION BA1.2.2C REFLECTED CEILING PLAN - LEVEL 02 - REGION CA1.2.2D REFLECTED CEILING PLAN - LEVEL 02 - REGION DA1.2.3A REFLECTED CEILING PLAN - REGION A - UPPER CINEMA LEVEL ANDPROJECTION ROOMA2.1.0 EXTERIOR ELEVATIONS - KEY PLANA2.1.1 OVERALL EXTERIOR ELEVATIONSA2.1.2 OVERALL EXTERIOR ELEVATIONSA2.1.3 EXTERIOR ELEVATIONSA2.1.4 EXTERIOR ELEVATIONSA2.1.5 EXTERIOR ELEVATIONSA2.1.6 EXTERIOR ELEVATIONSA2.1.7 EXTERIOR ELEVATIONSA2.1.8 EXTERIOR ELEVATIONSA2.1.9 ENLARGED EXTERIOR ELEVATIONSA3.1.0 BUILDING SECTIONSA3.1.1 BUILDING SECTIONSA3.1.2 BUILDING SECTIONSA3.2.0 WALL SECTIONS - KEY PLANA3.2.1 WALL SECTIONSA3.2.2 WALL SECTIONSA3.2.3 WALL SECTIONSA3.2.4 WALL SECTIONSA3.2.5 WALL SECTIONSA3.2.6 WALL SECTIONSA3.2.7 WALL SECTIONSA3.2.8 WALL SECTIONSA3.2.9 WALL SECTIONSA3.2.10 WALL SECTIONSA4.0.1 ENLARGED TOILET PLANS AND ELEVATIONSA4.0.2 ENLARGED TOILET PLANS AND ELEVATIONSA4.0.3 ENLARGED TOILET ELEVATIONSA4.1.1 ENLARGED FLOOR PLANSA4.1.2 ENLARGED FLOOR PLANSA4.1.3 ENLARGED FLOOR PLANSA4.1.4 ENLARGED FLOOR PLANSA4.1.5 ENLARGED FLOOR PLANSA4.1.6 ENLARGED FLOOR PLANSA5.1.0 PLAN DETAILS - KEY PLANA5.2.0 SECTION DETAILSA5.2.1 SECTION DETAILSA5.2.2 SECTION DETAILSA5.2.3 SECTION DETAILSA5.2.4 SECTION DETAILSA5.2.5 SECTION DETAILSA5.2.6 SECTION DETAILSA5.2.7 SECTION DETAILSA5.2.8 SECTION DETAILSA5.3.1 CEILING DETAILSA5.3.2 CEILING DETAILSA5.3.3 CEILING DETAILSA6.0.1 VERTICAL CIRCULATIONA6.0.2 VERTICAL CIRCULATIONA6.0.3 VERTICAL CIRCULATIONA6.0.4 VERTICAL CIRCULATIONA6.0.5 VERTICAL CIRCULATIONA6.0.6 VERTICAL CIRCULATIONA8.1.0 FINISH SCHEDULEA8.1.1 FINISH PLAN - OVERALL LEVEL 01A8.1.1A FINISH PLAN - LEVEL 01 - REGION AA8.1.1B FINISH PLAN - LEVEL 01 - REGION BVOLUME 1VOLUME 2VOLUME 3NO. REASON DATE
Lighting schedule (each fixture type)Method of Compliance:ELECTRICAL SYSTEM AND EQUIPMENTMECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENTThermal ZoneInterior design conditionsBuilding heating loadBuilding cooling loadMechanical Spacing Conditioning SystemList equipment efficienciesENERGY REQUIREMENTS:ENERGY SUMMARYTHERMAL ENVELOPEMethod of Compliance:Roof/ceiling Assembly (MEMBRANE ROOF)Exterior Walls (BRICK VENEER)Climate Zone:SPECIAL APPROVALSACCESSIBLE PARKINGPLUMBING FIXTURE REQUIREMENTSSTRUCTURAL DESIGNSOIL BEARING CAPACITIES:LATERAL DESIGN CONTROL:SEISMIC DESIGN CATEGORY:Wind Load:Ground Snow Load:DESIGN LOADS:Live Load:LIFE SAFETY SYSTEM REQUIREMENTSFIRE PROTECTION REQUIREMENTSALLOWABLE HEIGHTMixed Occupancy:Special Provisions:Special Uses:Primary Occupancy:ALLOWABLE AREAGross Building Area (sq. ft.): 110,275 sfBuilding Height:Fire District:Standpipes:Sprinklers:Construction Type:BASIC BUILDING DATA2012 EDITION OF NC CODE FOR:LEAD DESIGN PROFESSIONAL:2012 APPENDIX BFOR ALL COMMERCIAL PROJECTStotal interior wattage specified vs. allowed (whole building or space by space)total exterior wattage specified vs. allowedtotal wattage per fixturenumber of ballasts in fixtureballast type used in the fixturenumber of lamps in fixtureLamp type required in fixturePerformancePrescriptivewinter dry bulbsummer dry bulbwinter dry bulbsummer dry bulbrelative humidityUnitarydescription of unitheating efficiencycooling efficiencysize category of unitNo Change to Building SystemPrescriptive (Energy Code)Description of assemblyR-Value of total assemblyR-Value of insulationSkylights in each assemblyU-Value of skylightDescription of assemblyR-Value of total assemblyR-Value of insulationU-Value of assemblysolar heat gain coefficientprojection factorDoor R-Valuetotal square footage of skylights in each assemblyOpenings (windows or doors with glazing)low e required, if applicablePrescriptive (ASHRAE 90.1)Performance (Energy Code)No Change to Building EnvelopeSpecial Approval: (Local Jurisdiction, Department of Insurance, ICC, etc., describe below)8' ACCESSAISLELOT OR PARKINGAREATOTALVAN SPACES WITHREGULARWITH 5'ACCESS AISLEPROVIDEDREQUIREDTOTAL # OF PARKING SPACESTOTAL #ACCESSIBLEPROVIDED# OF ACCESSIBLE SPACES PROVIDEDSHOWERS/TUBSDRINKING FOUNTAINSLAVATORIESURINALSWATER CLOSETSMALE FEMALE MALE FEMALE REGULAR ACCESSIBLEUSEPile size, type, and capacityPresumptive Bearing CapacityField Test (provide copy of test report)WindEarthquakeDynamicEquivalent Lateral ForceSimplifiedYes NoArchitectural, Mechanical, Components anchored ?Analysis ProcedureSeismic Base Shear: V =Moment Frame Inverted PendulumDual w/ Intermediate R/C or Special SteelBuilding FrameBearing Wall Dual w/ Special Moment FrameS1 %gSs %gBasic Structural System (check one)Site Classification (Table 1613.5.2)Spectral Response AccelerationOccupancy Category (Table 1604.5)Provide the following Seismic Design Parameters:BAVx = Vy =Wind Base Shears (for MWFRS)Basic SpeedExposure Category:MezzanineFloorRoofPanic Hardware:No YesSmoke Detection Systems:No YesFire Alarm:No YesEmergency Lighting:No YesYesNoExit Signs:* Indicate section number permitting reductionTenant SeparationSmoke Barrier SeparationParty/Fire Wall SeparationOccupancy SeparationCorridor Separation (T1017.1)Shafts - Other (S708.4)Shafts - Exit (S708.4)beams and joistsincluding supportingRoof Constructionbeams and joists **including supportingFloor ConstructionInterior Walls and PartitionsSouthWestEastNorthExteriorand PartitionsNonbearing wallsInteriorSouthWestEastNorthExteriorBearing Wallsgirders, trussesincluding columns,Structural Frame,JOINTSRATEDFORDESIGN #DESIGN #FORRATEDASSEMBLYPENETRATEDRATEDDESIGN # FORDETAIL #ANDSHEET #REQ'DREDUCTION)(W/ *PROVIDEDRATINGBUILDING ELEMENT(FEET)DISTANCESEPARATIONFIRELife Safety Plan Sheet #, if provided G-011 THROUGHTypeFeet=H+20'=TypeStoriesStories+1=FeetStoriesBuilding Hgt. in StoriesBuilding Hgt. in FeetSPRINKLERSType of ConstructionSHOWN ON PLANSREFERENCECODE(TABLE 503)ALLOWABLE INCREASE FORSS54321b.a.e.d.c.b.a.control towers must comply with 412.1.2.The maximum area of parking garages must comply with 406.3.5. The maximum area of air trafficMaximum Building Area = total number of stories in the building x E (506.4).Unlimited area applicable under conditions of Section 507Single story building I = 300 percentMulti-story building I = 200 percentThe sprinkler increase per Section 506.3 is as follows:Percent of frontage increase I = 100 [F/P - 0.25] x W/30 = 100 [.71] x 1 = 71 (%)W = Minimum width of public way = (W)Ratio (F/P) = (F/P)Total Building Perimeter = (P)Perimeter which fronts a public way or open space having 20 feet minimum with = 1137 (F)Frontage area increases from Section 506.2 are computed thus:43215STORY NO.AND USEDESCRIPTION(ACTUAL)PER STORYBLDG. AREA(A)AREATABLE 503(B)INCREASEOPEN SPACEAREA FOR(C)AREABUILDINGMAXIMUM(F)UNLIMITEDAREA ORALLOWABLE(E)INCREASESPRINKLERAREA FOR(D)=+< 1.00__< 1+Actual Area of Occupancy BAllowable Area of Occupancy BAllowable Area of Occupancy AActual Area of Occupancy ASeparated Mixed Occupancy (508.4) - See below for area calculationsFor each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each use dividedby the allowable floor area for each use shall not exceed 1.Non-Separated Mixed Occupancy (508.3)The required type of construction for the building shall be determined by applying the height and area limitations for each of theapplicable occupancies to the entire building. The most restrictive type of construction, so determined, shall apply to the entirebuilding.Exception:Separation: Hr.YesNo5RepairUtility and MiscellaneousOpenParking Garage EnclosedS-2 Low High-piledStorage S-1 ModerateR-4R-1 R-2 R-3Mercantile Residential41 2 3I-3 Use ConditionI-1InstitutionalI-4I-3I-2F-2 LowH-5 HPMH-2 Deflagrate H-3 Combust H-4 HealthHazardousBusinessA-5H-1 DetonateF-1 ModerateFactoryEducationalA-4A-3A-2A-1AssemblyTOTAL1st Floor2nd FloorUPFITNEWEXISTINGFLOORFeetNo Yes (Primary)DryWetIIIIIClass: IYesNoNFPA 13DNFPA 13RNFPA 13YesNo(check all that apply)I-B II-B III-BV-AIVIII-AII-AI-AAlterationUpfitRenovation (Existing Bldg.)New ConstructionE-MAILPHONE #LICENSE #NAMEFIRMRetaining walls > 5' highStructuralSprinkler-StandpipeMechanicalPlumbingFire AlarmElectricalCivilArchitecturalDESIGNERPhone #CountyCityStatePrivateCity/CountyCode Enforcement Jurisdiction:Owned By:Owner or Authorized Agent:Proposed Use:Address:Name of Project:FeetFLOOREXISTINGNEWREN0/RENO/UPFIT=** Ceiling panels are not a part of floor assembly.No Change to Building Structural Designx yV =ReconstructionThe following data shall be considered minimum and any special attribute required to meet the energycode shall also be provided. Each Designer shall furnish the required portions of the project informationfor the plan data sheet. If performance method, state the annual energy cost for the standard referencedesign vs. annual energy cost for the proposed design.----------............TPO Membrane roof on 1/2" dens deck overlay board, over min.5" Polyiso rigid insulation, on metal deckR-32 min.R-30 min. - 5" minimum insulation thickness plus tapered insulationn/an/an/aBrick, 2" Air Cavity, 2" Polyurethane spray foam insulation,sheathing, 6" metal studs, gypsum boardR-16.44R-13.4 ci....1 HRN.R.N.R.N/A1 HR1 HR1 HR0/N.C.0/N.C.> 30'> 30'> 30'> 30'0/N.C.> 30'> 30'> 30'> 30'1 HR1 HR2485365II-AII-A.30.961179.HARNETT COUNTY, DEPARTMENT OF INSURANCE, UNITED STATES DEPARTMENT OF AGRICULTUREExisting55 New55 new + CampusparkingA-2.55 NewExisting55 New- --565 k.244 k 161 k31,00011,00515,50056,869-LEVEL156,869 SF ..56,354 SF.113,223 SF.69'....565 k.(Table 2902.1)fOtherAdditionRepairCONSTRUCTED: (date)RENOVATED: (date)ORIGINAL USE(S): (ch.3):CURRENT USE(S) (ch.3):PROPOSED USE(S): (ch.3)V-BFlood Hazard Area:No YesStateCAMPBELL UNIVERSITY FOUNDATION STUDENT UNIONSTUDENT ACTIVITY CENTER, OFFICES, AND DININGCAMPBELL UNIVERSITY- Little Diversified Architectural Consulting--A1,A2,A3,B,M,F1,U69'Accessory Occupancy:Incidental Uses:Furnace room where any piece of equipment is over 400,000 Btu per hour inputRooms with boilers where the largest piece of equipment is over 15 psi and 10 horsepowerRefrigerant machine roomHydrogen cutoff rooms, not classified as Group HIncinerator roomsPaint shops not classified as Group H , located in occupancies other than Group FLaboratories and vocational shops, not classified as Group H, located in a Group E or I-2 occupancyLaundry rooms over 100 square feetGroup I-3 cells equipped with padded surfacesGroup I-2 waste and linen collection rooms over 100 sqaure feetStationary storage battery systems having a liquid electrolyte capacity of more than 50 gallons, or alithium-ion capacity of 1,000 pounds used for facility standby power or uninterrupted power Supplies.Rooms containing fire pumpsGroup I-2 storage rooms over 100 square feetGroup I-2 Commercial kitchensGroup I-2 laundries equal to or less than 100 square feetGroup I-2 rooms or spaces that contain fuel-fired heating equipmentWaste and linen collection rooms over 100 sqaure feet402-LEVEL 2 - 56,35415,50011,005 31,000LIFE SAFETY PLAN REQUIREMENTSLife Safety Plan Sheet # G101 - G105Fire and/or smoke rated wall locations (chapter 7)0/N.C.0/N.C.0/N.C.0/N.C.0/N.C.1 HR__________EXISTINGNEWREQUIRED31 1816*22 1021115,0101 HR0/N.C. 0/N.C.1 HR1 HR1 HR--N.R.Walls below grade (each assembly)Partial5RepairUtility and MiscellaneousOpenParking Garage EnclosedS-2 Low High-piledStorage S-1 ModerateR-4R-1 R-2 R-3Mercantile Residential41 2 3I-3 Use ConditionI-1InstitutionalI-4I-3I-2F-2 LowH-5 HPMH-2 Deflagrate H-3 Combust H-4 HealthHazardousBusinessA-5H-1 DetonateF-1 ModerateFactoryEducationalA-4A-3A-2A-1Assembly(Table 508.2.5)403 404 405 406 407 408 409 410411 412 413 414 415 416 417 418 419420 421 422 423 424 425 426 427509.2 509.3 509.4 509.5 509.6 509.7 509.8 509.9Incidental Use Separation (508.2.5)This separation is not exempt as a Non-Separated Use (see exceptions)Incidental Use SeparationN.R.PartialAssumed and real property line locationsExterior wall opening area with repect to distance to assumed property lines (706.8)Existing Structures within 30' of the proposed buildingOccupancy types for each area as it related to occupant load calculation (Table 1004.1.1)Occupant loads for each areaExit access travel distances (1014.3 & 1028.8)Dead end lengths (1018.4)Clear exit widths for each exit doorMaximum calculated occupant load capacity each exit door can accomodate based on egress width (1005.1)Actual occupant load for each exit doorA separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for purposes of occupancy separationLocation of doors with panic hardware (1008.1.10)Location of doors with delayed egress locks and the amount of delay (1008.1.9.7)Location of doors with electronmagnetic egress locks (1008.1.9.8)Location of doors with hold-open devicesLocation of emergency escape windows (1029)The square footage of each smoke compartment (407.4)Note any code exceptions or table notes that may have been utilized regarding the items aboveACCESSIBLE DWELLING UNITS (SECTION 1107)TOTALUNITSACCESSIBLEUNITSREQUIREDACCESSIBLEUNITSPROVIDEDTYPE AUNITSREQUIREDTYPE AUNITSPROVIDEDTYPE BUNITSREQUIREDTYPE BUNITSPROVIDEDTOTALACCESSIBLEUNITS PROVIDEDNA NA - - - - - -132" ACCESSAISLEExistingExisting3 + Campusparking33 + Campusparking3ImportanceFactors:Snow (I )Seismic (I )Wind (I )WSE1.151.11.2520100100psfpsfpsfpsf15mph (ASCE-7)95BC DIII III IV17.9 8.5BA C D E FData Source:Field Test Presumptive Historical Datapsf2,000 & 4,000psfNANASPECIAL INSPECTIONS REQUIRED:Yes No-11--1810-00-95-96SPACE3 4 5Performance (ASHRAE 90.1).Description of assemblyR-Value of total assemblyR-Value of insulationR-13.15R-10 ciFloors over unconditioned space (each assembly)Description of assemblyU-Value of total assemblyR-Value of insulation-.Floors slab on gradeDescription of assemblyU-Value of total assemblyR-Value of insulation4" concrete slab on vapor barrier & gravel bed.R-17.62 at perimeter, R-2.62 at interiorR-15Horizontal/vertical requirement20" V. AND 24" H.Slab heatedn/aMECHANICAL SUMMARYBoilersize category. If oversized, state reason..Chillersize category. If oversized, state reason.ELECTRICAL SUMMARYEnergy Code:PerformancePrescriptiveASHRAE 90.1:Additional Prescriptive Compliance506.2.6 Automatic daylighting control systems506.2.5 On-site supply of renewable energy506.2.4 Higher Efficiency service water heating506.2.3 Energy Recovery Ventilation Systems506.2.2 Reduced lighting power density506.2.1 More efficient mechanical equipmentN.C.= Non CombustibleN.R.= Not RequiredN/A = Not ApplicableLITTLELITTLERMFRMFRMFRMFSTEWARTLITTLETIPTON57,50557,505NANANANARMFLandscape SURFACE678THORBURNDAVID BLANKFARDALAN CAVEROY LORENZENWILL HARRISONDANIEL SHAFFERWALT HAVENERSTEVEN THORBURN027510802734101583411896LA 8270549919-474-2549919-941-9876919-866-4813919-474-2500225-387-0101919-282-9121919-463-9995david.blankfard@littleonline.comalan.cave@rmf.comrlorenzen@stewartinc.comwill.harrison@littleonline.comDShaffer@tipton-associates.comwhavener@surface678.comsjt@ta-inc.comALAN CAVE 027341 919-941-9876 alan.cave@rmf.comBLAKE SMITH 041471 919-941-9876 blake.smith@rmf.comBLAKE SMITH 041471 919-941-9876 blake.smith@rmf.comBLAKE SMITH 041471 919-941-9876 blake.smith@rmf.comDAVID BLANKFARD 0275108 919-474-2549 david.blankfard@littleonline.comSEE ELECTRICAL DRAWINGSExterior Walls (GLAZED AREAS)Description of assemblyR-Value of total assemblyR-Value of insulationU-Value of assemblysolar heat gain coefficient (SHGC)projection factorDoor R-ValueOpenings (windows or doors with glazing)low e required, if applicable1" glazed curtainwall system - thermally brokenN/AN/A.450 - TypicalYes.50.27Exterior Walls (METAL PANEL)Description of assemblyR-Value of total assemblyR-Value of insulationU-Value of assemblyprojection factorDoor R-ValueOpenings (windows or doors with glazing)low e required, if applicableMetal panels on 7/8" hat channel, 2" rigid board insulation 5/8"fiberglass gypsum board sheathing, 6" metal studs w/ batt insulationR-19.89R-10 ci + R-21 cavity....50solar heat gain coefficient (SHGC).n/aTurn down concrete slab, vapor barrier, 2" rigid insulation., 2" grout, brickNAY615X314Y715D902G0.0.2-6P732P523U419U465U415SEE PM&ESEE PM&ESEE PM&E WWS0001* UP TO 50% OF MALE WATER CLOSETS CAN BE PROVIDED AS URINALS.** ACCESS TO SERVICE SINK REQUIRED FOR ALL A-2 AND A-3 ASSEMBLY AREAS1 HR1 HR113,223UL2221U419U465U419G0.0.2-6G0.0.2-6G0.0.2-6G0.0.2-6G0.0.2-6SEE PM&E09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17G0.0.2BUILDING CODESUMMARYCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLEBUILDING CODE SUMMARYNO. REASON DATE
09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17G0.1.1FIRE RESISTANCEDESIGNSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLEUL U419UL U465UL U419 continuedNO. REASON DATE
09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17G0.1.2FIRE RESISTANCEDESIGNSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLEUL U905UL Y715UL Y715 continuedUL U465UL U465 continuedNO. REASON DATE
09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17G0.1.3FIRE RESISTANCEDESIGNSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLEY615UL Y715 continuedNO. REASON DATEUL X314 CONTINUEDUL U415 A CONTINUEDUL X314UL U415A
09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17G0.1.4FIRE RESISTANCEDESIGNSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLEU415 CONTINUEDNO. REASON DATEU415 CONTINUEDP732P732
09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17G0.1.5FIRE RESISTANCEDESIGNSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLEUL P732 CONTINUEDNO. REASON DATEUL P732 CONTINUEDUL P732 CONTINUEDUL P523 CONTINUEDUL P523
09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17G0.1.6FIRE RESISTANCEDESIGNSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLEUL P523 CONTINUEDNO. REASON DATED902 CONTINUEDD902 CONTINUEDD902 CONTINUEDUL D902
STUDENT UNION CENTERFEC
FECFECFECFECF E C FECFECFECFECF E
F EFEFEFEFEUPUP UP390 SF2 O300 GSTOR652 SF7 O100 GB338 SF2 O300 GMECH263SF1 O300 GMECH460 SF2 O300 GMech230 SF1 O300 GMECH255SF1 O300 GM2258 SF151 O15 NA-2 Uncon845 SF57 O15 NA-3 Uncon7618 SF39 O200 GComm Kit2074 SF7 O300 GM2908 SF30 O100 GB4417 SF148 O30 GMercantile457030515 NA-2 Uncon1102 SF6 O200 GComm Kit951 SF5 O200 GComm Kit4739 SF316 O15 NA-2 Uncon56 SF1 O300 GStor395 SF4 O100 GB4964 SF100 O50 GExerciseLEVEL 1 = 1312 TOTAL OCCUPANTS358 SFSTAIR 31154355 SFSPIRITGEAR16582 SFOFFICE173MAIL/STORAGE303 SFELECT./IT108238 SFBUILDINGSTORAGE161243 SFFIREPUMP164387 SFSTAIR 2111679 SFDISHWAREWASH149255 SFEMERGENCYELECTRICALROOM1511845 SFLOADINGDOCK1531761 SFMACHINEROOM11286 SFMEN15586 SFWOMEN156224 SFFOODSERVICEOPERATIONS15757 SFCHEFOFFICE158907 SFKITCHENBOH142517 SFPIZZA/GRILL132500 SFBBQ13355 SFJAN141637 SFBAKESHOP/HOME134642 SFPREP147586 SFGLOBALGRILL135533 SFDELI/PRODUCEMARKET136175 SFMEN116175 SFWOMEN117118 SFELEVATOR125278 SFGMR193???127 SFGMR191291 SFELECT./IT124127 SFSTORAGE184106 SFDRESS183107 SFDRESS182128 SFOFFICE181290 SFFITNESSENTRY1803289 SFFITNESS122617 SFCAMPBELLTIMES187363 SFSTAIR 4119202 SFMEN1211093 SFMULTIPURPOSEROOM185239 SFMEN106266 SFWOMEN107341 SFFREEZERWALK-IN143150 SFCOOLERWALK-IN14479 SFELEVATOR109224 SFMAINELECTRICALROOM152526 SFUNIONADMIN.1662340 SFCAFELOUNGE1951352 SFGAMING189-2843 SFTHEOASIS196429 SFNORTHVESTIBULE104348 SFSOUTHVESTIBULE101316 SFSTORAGE145101 SFOFFICE16740 SFSTOR.18898 SF1 O100 GB98 SF1 O100 GB1221 SF82 O15 NA2 Uncon142 SF1 O300 GStor367 SFRECEIVING/PROCESSING162116 SFMGR./CASHOFFICE163268 SF1 O300 GSTOR128 SF2 O100 GB101 SFOFFICE16974 SFOFFICE17574 SFOFFICE177365 SF4 O100 GBMAXIMUM TOTAL OCCUPANTS(= 1312 + 1759) = 3081ASSEMBLY A-2USE PLAN KEYASSEMBLY A-3BUSINESS BMERCANTILE MASSEMBLY A-1MECHANICALSTORAGECOMMERCIAL KITCHEN710 SF24 O30 GMercantile1906 SF7 O300 GM6"4 ' - 0 "PANICACCESSREQUESTYesNoYes68".15453102127 SFGMR192139 SFGMR190120 SFHOUSEKEEPING194FIRE BARRIERFIRE & SMOKE BARRIER1-HOUR2-HOUR3-HOUR0.5-HOUR1-HOURFIRE PARTITIONFIRE WALL2-HOUR3-HOUR4-HOUR1-HOUR2-HOUR3-HOUR0-HOUR1-HOURSMOKE BARRIERSMOKE PARTITION•1 HOUR UL FIRE RATED FLOOR REQUIRED AT SECOND FLOOR. UL DESIGNNUMBER D902.•PRIMARY AND SECONDARY STRUCTURE, UNLESS NOTED OTHERWISE, TOBE UL DESIGN NUMBER Y715. CONTRACTOR TO INDICATE ALL LOCATIONSOF SPRAY FIREPROOFING IN SHOP DRAWINGS. BRING IT TO THEATTENTION OF THE ARCHITECT FOR CONFIRMATION IF ALTERNATEMATERIAL IS NOT CALLED FOR ADJACENT TO FINISHED CEILINGS ORWHERE FIRE PROOFING WILL BE AT OR BELOW 10'-0".•GRAND STAIR AND TOWER STAIR UNENCLOSED PER SECTION 1016.1EXCEPTION 3 AND SECTION 708.2 EXCEPTION 11. FITNESS STAIR NOTCONSIDERED AN EGRESS STAIR OR ACCESSIBLE MEANS OF EGRESS•EGRESS WIDTH CALCULATION: BASED ON SECTION 1005.1, EXCEPTIONS 2AND 3 PRINTED IN 1/1/17 NCBC 2012 ADDENDUM: .15 IS USED ASREQUIRED EGRESS WIDTH IN INCHES PER OCCUPANT IN EGRESSCOMPONENTS OTHER THAN STAIRWAYS. .2 IS USED AS REQUIREDEGRESS WIDTH IN INCHES PER OCCUPANGE IN STAIRWAYS - BUILDING ISEQUIPMENT THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEMS ANDAN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM.•FLOOR OPENING AT TOWER STAIR PROVIDED PER SECTION 708.2EXCEPTION 11.•FLOOR OPENINGS AT FITNESS AREA AND GRAND STAIR COULD BECONSIDERED AN ATRIUM. ATRIUM DEFINITION: SECTION 404: AN OPENINGCONNECTING TWO OR MORE STORIES OTHER THAN ENCLOSEDSTAIRWAYS, ELEVATORS, HOISTWAYS, EXCALATORS, PLUMBING,ELECTRICAL, AIR-CONDITIONING OR OTHER EQUIPMENT, WHICH ISCLOSED AT THE TOP AND NOT DEFINED AS A MALL. ENCLOSURE OFATRIUM NOT REQUIRED TO BE SEPARATED FROM ADJACENT SPACES BYA 1 HOUR FIRE BARRIER BASED ON IBC INTERPRETATION NO. 54-07.SECTION 404.6 EXCEPTION 3: ADJACENT SPACES OF ANY THREE FLOORSOF THE ATRIUM SHALL NOT BE REQUIRED TO BE SEPARATED FROM THEATRIUM WHERE SUCH SPACES ARE ACCOUNTED FOR IN THE DESIGN OFTHE SMOKE CONTROL SYSTEM. SECTION 404.5 EXCEPTION: SMOKECONTROL NOT REQUIRED FOR ATRIUMS THAT CONNECT ONLY TWOSTORIES. PER IBC INTERPRETATION, "THE EXCEPTION TO SECTION 404.4EXEMPTS SMOKE CONTROL FOR A TWO-STORY ATRIUM, EXCEPTION 3CAN BE APPLIED WITHOUT REQUIRING SMOKE CONTROL"CLEAR OPENING WIDTHEXIT EGRESS DEAD END DISTANCEOVERALL DIAGONAL DISTANCECARD READERCRPANICACCESSREQUEST34"YesNo0.2"17075No34"0.2"17075CLEAR WIDTH PER OCCUPANTOCCUPANT CAPACITYACTUAL OCCUPANT LOADPANIC HARDWAREACCESS CONTROL DEVICE(E.G. CARD READER)CLEAR STAIR WIDTHCLEAR WIDTH PER OCCUPANTOCCUPANT CAPACITYACTUAL OCCUPANT LOADEXIT REMOTENESS DISTANCEOVERALL DIAGONAL DIMENSION - 14'DISTANCE BETWEEN EXITS - 14'EXIT EGRESS COMMON PATHEXIT EGRESS DISTANCETRAVEL DISTANCE SHOWN: 000'TRAVEL DISTANCE SHOWN: 000'FUNCTION OF SPACEAREAILLUMINATED EXIT SIGN(SEE ELECTRICAL PLANS)REQUEST TO EXIT260 SF3 O100 GBOCCUPANCY COUNTSF PER OCCUPANTFIRE EXTINGUISHER CABINETFECBRACKET MOUNTEDFIRE EXTINGUISHERFE09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17G1.0.1OCCUPANCY PLAN -LEVEL 01CAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLENO. REASON DATE 1/16" = 1'-0"G1.0.11LIFE SAFETY OCCUPANCY PLAN - LEVEL 01CODE REFERENCESLIFE SAFETY LEGENDWALL RATING LEGENDKEY PLANABCD
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F E C FECGGG FEUP7173 SF72 O100 GBUSINESS3823 SF20 O200 GCOMM Kit4276SF86 O50 GExercise4999 SF334 O15 NA-2 Uncon1177 SF78 O15 NA-2 Uncon2776 SF200 OFIXEDA-17261 SFSEAT CT.15 NA-2 Seat1425 SFCINEMA293138 SFCHASE281212 SFMEN221363 SFSTAIR 4219338 SFSTAIR 3215415 SFSTAIR 2211284 SFCORRIDOR205116 SFPOTWASH238296 SFSTORAGE/STAGING253128 SFGRADASST -PROGRAM269124 SFASST.DIRECTORSTUDENTAFFAIRS259128 SFDIRECTORSTUDENTACTIVITIES261123 SFASST.DIRECTORGREEKLIFE263123 SFGRADASST -SGA26794 SFCABSTORAGE251221 SFCOPY/SUPPLY255???136 SFGROWTH/SM MTG254138 SFSMMEETING260128 SFGREEKLIFEEXEC.OFFICE258133 SFSMMEETING266137 SFSMMEETING270128 SFCABEXEC.OFFICE273128 SFSGAEXEC.OFFICE265412 SFGREEKLIFEOPENOFFICE256487 SFCONFERENCE268139 SFGRADASST -INTL2761831 SFSTUDENTINVOLVEMENT252131 SFCABPREPROOM274128 SFGRADASST -GREEKLIFE257267 SFGMR285140 SFGMR284287 SFELECT./IT224274 SFGMR286310 SFINTLOPENOFFICE275347 SFSGAOPENOFFICE264132 SFCHASE278302 SFELECT./IT20879 SFELEVATOR209239 SFMEN206265 SFWOMEN207287 SFCORRIDOR2339880 SFDININGROOM231178 SFMEN216178 SFWOMEN217245 SFWOMEN220631 SFPINEBURR289STOR.5155 SFFITNESS222424 SFCABOPENOFFICE2721757 SFSEAT CT.15 NA-2 Seat729 SF49 O15 NA-2 Uncon1272 SFMEETING280455 SFEVENTSTORAGE245Dining Room Option 1 =816 Occupants in Prefunction and Dining RoomMAXIMUM TOTAL OCCUPANTS LEVEL 2 = 1759(Includes Dining Room Option 1 - 816 occ. inBanquet and Prefunction)ASSEMBLY A-2USE PLAN KEYASSEMBLY A-3BUSINESS BMERCANTILE MASSEMBLY A-1MECHANICALSTORAGECOMMERCIAL KITCHEN102 TABLES8 SEATS/TABLE816 SEATSINCLUDINGPREFUNCTIONPLUS 300 SFPROJECTION ROOMOVER RESTROOMS,ABOVE SEATINGB OCCUPANCY =3 OCCUPANTS524 SF6 O100 GBUSINESS5483 O200 GC. Kitchen693 SF7 O100 GBusiness469 SF2 O300 GMech.485 SF33 O15 NA-2297 SF1 O300 GSTOR4352 O300 GMECH680 SF3 O300 GSTOR634 SF43 O15 NA-2 Uncon44 SF1 O300 GStor12820209060STAIR 1•1 HOUR UL FIRE RATED FLOOR REQUIRED AT SECOND FLOOR. UL DESIGNNUMBER D902.•PRIMARY AND SECONDARY STRUCTURE, UNLESS NOTED OTHERWISE, TOBE UL DESIGN NUMBER Y715. CONTRACTOR TO INDICATE ALL LOCATIONSOF SPRAY FIREPROOFING IN SHOP DRAWINGS. BRING IT TO THEATTENTION OF THE ARCHITECT FOR CONFIRMATION IF ALTERNATEMATERIAL IS NOT CALLED FOR ADJACENT TO FINISHED CEILINGS ORWHERE FIRE PROOFING WILL BE AT OR BELOW 10'-0".•GRAND STAIR AND TOWER STAIR UNENCLOSED PER SECTION 1016.1EXCEPTION 3 AND SECTION 708.2 EXCEPTION 11. FITNESS STAIR NOTCONSIDERED AN EGRESS STAIR OR ACCESSIBLE MEANS OF EGRESS•EGRESS WIDTH CALCULATION: BASED ON SECTION 1005.1, EXCEPTIONS 2AND 3 PRINTED IN 1/1/17 NCBC 2012 ADDENDUM: .15 IS USED ASREQUIRED EGRESS WIDTH IN INCHES PER OCCUPANT IN EGRESSCOMPONENTS OTHER THAN STAIRWAYS. .2 IS USED AS REQUIREDEGRESS WIDTH IN INCHES PER OCCUPANGE IN STAIRWAYS - BUILDING ISEQUIPMENT THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEMS ANDAN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM.•FLOOR OPENING AT TOWER STAIR PROVIDED PER SECTION 708.2EXCEPTION 11.•FLOOR OPENINGS AT FITNESS AREA AND GRAND STAIR COULD BECONSIDERED AN ATRIUM. ATRIUM DEFINITION: SECTION 404: AN OPENINGCONNECTING TWO OR MORE STORIES OTHER THAN ENCLOSEDSTAIRWAYS, ELEVATORS, HOISTWAYS, EXCALATORS, PLUMBING,ELECTRICAL, AIR-CONDITIONING OR OTHER EQUIPMENT, WHICH ISCLOSED AT THE TOP AND NOT DEFINED AS A MALL. ENCLOSURE OFATRIUM NOT REQUIRED TO BE SEPARATED FROM ADJACENT SPACES BYA 1 HOUR FIRE BARRIER BASED ON IBC INTERPRETATION NO. 54-07.SECTION 404.6 EXCEPTION 3: ADJACENT SPACES OF ANY THREE FLOORSOF THE ATRIUM SHALL NOT BE REQUIRED TO BE SEPARATED FROM THEATRIUM WHERE SUCH SPACES ARE ACCOUNTED FOR IN THE DESIGN OFTHE SMOKE CONTROL SYSTEM. SECTION 404.5 EXCEPTION: SMOKECONTROL NOT REQUIRED FOR ATRIUMS THAT CONNECT ONLY TWOSTORIES. PER IBC INTERPRETATION, "THE EXCEPTION TO SECTION 404.4EXEMPTS SMOKE CONTROL FOR A TWO-STORY ATRIUM, EXCEPTION 3CAN BE APPLIED WITHOUT REQUIRING SMOKE CONTROL"CLEAR OPENING WIDTHEXIT EGRESS DEAD END DISTANCEOVERALL DIAGONAL DISTANCECARD READERCRPANICACCESSREQUEST34"YesNo0.2"17075No34"0.2"17075CLEAR WIDTH PER OCCUPANTOCCUPANT CAPACITYACTUAL OCCUPANT LOADPANIC HARDWAREACCESS CONTROL DEVICE(E.G. CARD READER)CLEAR STAIR WIDTHCLEAR WIDTH PER OCCUPANTOCCUPANT CAPACITYACTUAL OCCUPANT LOADEXIT REMOTENESS DISTANCEOVERALL DIAGONAL DIMENSION - 14'DISTANCE BETWEEN EXITS - 14'EXIT EGRESS COMMON PATHEXIT EGRESS DISTANCETRAVEL DISTANCE SHOWN: 000'TRAVEL DISTANCE SHOWN: 000'FUNCTION OF SPACEAREAILLUMINATED EXIT SIGN(SEE ELECTRICAL PLANS)REQUEST TO EXIT260 SF3 O100 GBOCCUPANCY COUNTSF PER OCCUPANTFIRE EXTINGUISHER CABINETFECBRACKET MOUNTEDFIRE EXTINGUISHERFEFIRE BARRIERFIRE & SMOKE BARRIER1-HOUR2-HOUR3-HOUR0.5-HOUR1-HOURFIRE PARTITIONFIRE WALL2-HOUR3-HOUR4-HOUR1-HOUR2-HOUR3-HOUR0-HOUR1-HOURSMOKE BARRIERSMOKE PARTITION09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17G1.0.2OCCUPANCY PLAN -LEVEL 02CAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLENO. REASON DATE 1/16" = 1'-0"G1.0.21LIFE SAFETY OCCUPANCY PLAN - LEVEL 02CODE REFERENCESLIFE SAFETY LEGENDWALL RATING LEGENDKEY PLANABCD
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F EFEFEFEFE•1 HOUR UL FIRE RATED FLOOR REQUIRED AT SECOND FLOOR. UL DESIGNNUMBER D902.•PRIMARY AND SECONDARY STRUCTURE, UNLESS NOTED OTHERWISE, TOBE UL DESIGN NUMBER Y715. CONTRACTOR TO INDICATE ALL LOCATIONSOF SPRAY FIREPROOFING IN SHOP DRAWINGS. BRING IT TO THEATTENTION OF THE ARCHITECT FOR CONFIRMATION IF ALTERNATEMATERIAL IS NOT CALLED FOR ADJACENT TO FINISHED CEILINGS ORWHERE FIRE PROOFING WILL BE AT OR BELOW 10'-0".•GRAND STAIR AND TOWER STAIR UNENCLOSED PER SECTION 1016.1EXCEPTION 3 AND SECTION 708.2 EXCEPTION 11. FITNESS STAIR NOTCONSIDERED AN EGRESS STAIR OR ACCESSIBLE MEANS OF EGRESS•EGRESS WIDTH CALCULATION: BASED ON SECTION 1005.1, EXCEPTIONS 2AND 3 PRINTED IN 1/1/17 NCBC 2012 ADDENDUM: .15 IS USED ASREQUIRED EGRESS WIDTH IN INCHES PER OCCUPANT IN EGRESSCOMPONENTS OTHER THAN STAIRWAYS. .2 IS USED AS REQUIREDEGRESS WIDTH IN INCHES PER OCCUPANGE IN STAIRWAYS - BUILDING ISEQUIPMENT THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEMS ANDAN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM.•FLOOR OPENING AT TOWER STAIR PROVIDED PER SECTION 708.2EXCEPTION 11.•FLOOR OPENINGS AT FITNESS AREA AND GRAND STAIR COULD BECONSIDERED AN ATRIUM. ATRIUM DEFINITION: SECTION 404: AN OPENINGCONNECTING TWO OR MORE STORIES OTHER THAN ENCLOSEDSTAIRWAYS, ELEVATORS, HOISTWAYS, EXCALATORS, PLUMBING,ELECTRICAL, AIR-CONDITIONING OR OTHER EQUIPMENT, WHICH ISCLOSED AT THE TOP AND NOT DEFINED AS A MALL. ENCLOSURE OFATRIUM NOT REQUIRED TO BE SEPARATED FROM ADJACENT SPACES BYA 1 HOUR FIRE BARRIER BASED ON IBC INTERPRETATION NO. 54-07.SECTION 404.6 EXCEPTION 3: ADJACENT SPACES OF ANY THREE FLOORSOF THE ATRIUM SHALL NOT BE REQUIRED TO BE SEPARATED FROM THEATRIUM WHERE SUCH SPACES ARE ACCOUNTED FOR IN THE DESIGN OFTHE SMOKE CONTROL SYSTEM. SECTION 404.5 EXCEPTION: SMOKECONTROL NOT REQUIRED FOR ATRIUMS THAT CONNECT ONLY TWOSTORIES. PER IBC INTERPRETATION, "THE EXCEPTION TO SECTION 404.4EXEMPTS SMOKE CONTROL FOR A TWO-STORY ATRIUM, EXCEPTION 3CAN BE APPLIED WITHOUT REQUIRING SMOKE CONTROL"CLEAR OPENING WIDTHEXIT EGRESS DEAD END DISTANCEOVERALL DIAGONAL DISTANCECARD READERCRPANICACCESSREQUEST34"YesNo0.2"17075No34"0.2"17075CLEAR WIDTH PER OCCUPANTOCCUPANT CAPACITYACTUAL OCCUPANT LOADPANIC HARDWAREACCESS CONTROL DEVICE(E.G. CARD READER)CLEAR STAIR WIDTHCLEAR WIDTH PER OCCUPANTOCCUPANT CAPACITYACTUAL OCCUPANT LOADEXIT REMOTENESS DISTANCEOVERALL DIAGONAL DIMENSION - 14'DISTANCE BETWEEN EXITS - 14'EXIT EGRESS COMMON PATHEXIT EGRESS DISTANCETRAVEL DISTANCE SHOWN: 000'TRAVEL DISTANCE SHOWN: 000'FUNCTION OF SPACEAREAILLUMINATED EXIT SIGN(SEE ELECTRICAL PLANS)REQUEST TO EXIT260 SF3 O100 GBOCCUPANCY COUNTSF PER OCCUPANTFIRE EXTINGUISHER CABINETFECBRACKET MOUNTEDFIRE EXTINGUISHERFETRAVEL PATH: 91'TRAVEL PATH: 123'TRAVEL PATH: 165'TRAVEL PATH: 118'TRAVEL PATH: 142'TRAVEL PATH: 139'LEVEL 1 = 1312 TOTAL OCCUPANTSSTAIR 3115SPIRITGEAR165OFFICE173MAIL/STORAGEELECT./IT108BUILDINGSTORAGE161FIREPUMP164STAIR 2111DISHWAREWASH149EMERGENCYELECTRICALROOM151LOADINGDOCK153MACHINEROOM112MEN155WOMEN156FOODSERVICEOPERATIONS157CHEFOFFICE158KITCHENBOH142PIZZA/GRILL132BBQ133JAN141BAKESHOP/HOME134PREP147GLOBALGRILL135DELI/PRODUCEMARKET136MEN116WOMEN117ELEVATOR125GMR193??GMR191HOUSEKEEPINGELECT./IT124STORAGE184DRESS183DRESS182OFFICE181FITNESSENTRY180FITNESS122CAMPBELLTIMES187STAIR 4119MEN121MULTIPURPOSEROOM185MEN106WOMEN107FREEZERWALK-IN143COOLERWALK-IN144ELEVATOR109MAINELECTRICALROOM152UNIONADMIN.166CAFELOUNGE195GAMING189-2THEOASIS196NORTHVESTIBULE104SOUTHVESTIBULE101STORAGE145OFFICE167STOR.188RECEIVING/PROCESSING162MGR./CASHOFFICE163OFFICE169OFFICE175OFFICE177PANICACCESSREQUESTYesYesNo68"0.15"453PANICACCESSREQUESTYesNoNo68"0.15"453MAXIMUM TOTAL OCCUPANTS(= 1312 + 1779) = 3081PANICACCESSREQUESTYesNoNo68"0.15"34060PANICACCESSREQUESTYesNoNo68"0.15"34060PANICACCESSREQUESTYesNoNo68"0.15"34060PANICACCESSREQUESTYesNoNo68"0.15"453341PANICACCESSREQUESTYesNoNo68"0.15"45332076"0.2"38038082"0.2"39041068"0.2"34033168"0.2"34032001020101010101010101016"1631920811981970PANICACCESSREQUESTYesNoNo72"0.15"453103PANICACCESSREQUESTYesYesNo68"0.15"45373PANICACCESSREQUESTYesNoYes68".15453102PANICACCESSREQUEST68"0.15"340198PANICACCESSREQUESTYes68"0.15"340197030303030303FIRE BARRIERFIRE & SMOKE BARRIER1-HOUR2-HOUR3-HOUR0.5-HOUR1-HOURFIRE PARTITIONFIRE WALL2-HOUR3-HOUR4-HOUR1-HOUR2-HOUR3-HOUR0-HOUR1-HOURSMOKE BARRIERSMOKE PARTITIONw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17G1.1.1LIFE SAFETY PLAN -LEVEL 01CAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLECODE REFERENCES 1/16" = 1'-0"G1.1.11LIFE SAFETY PLAN - LEVEL 0101 FIRE EXTINGUISHER CABINET RECESSED02 FIRE EXTINGUISHER CABINET SURFACE MOUNTED03 TYPE K FIRE EXTINGUISHER - BRACKET MOUNTEDSHEET KEYNOTESSTAIR 17341029 7581197198NO. REASON DATELIFE SAFETY LEGENDWALL RATING LEGENDKEY PLANABCD
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F E C FECGGG FE•1 HOUR UL FIRE RATED FLOOR REQUIRED AT SECOND FLOOR. UL DESIGNNUMBER D902.•PRIMARY AND SECONDARY STRUCTURE, UNLESS NOTED OTHERWISE, TOBE UL DESIGN NUMBER Y715. CONTRACTOR TO INDICATE ALL LOCATIONSOF SPRAY FIREPROOFING IN SHOP DRAWINGS. BRING IT TO THEATTENTION OF THE ARCHITECT FOR CONFIRMATION IF ALTERNATEMATERIAL IS NOT CALLED FOR ADJACENT TO FINISHED CEILINGS ORWHERE FIRE PROOFING WILL BE AT OR BELOW 10'-0".•GRAND STAIR AND TOWER STAIR UNENCLOSED PER SECTION 1016.1EXCEPTION 3 AND SECTION 708.2 EXCEPTION 11. FITNESS STAIR NOTCONSIDERED AN EGRESS STAIR OR ACCESSIBLE MEANS OF EGRESS•EGRESS WIDTH CALCULATION: BASED ON SECTION 1005.1, EXCEPTIONS 2AND 3 PRINTED IN 1/1/17 NCBC 2012 ADDENDUM: .15 IS USED ASREQUIRED EGRESS WIDTH IN INCHES PER OCCUPANT IN EGRESSCOMPONENTS OTHER THAN STAIRWAYS. .2 IS USED AS REQUIREDEGRESS WIDTH IN INCHES PER OCCUPANGE IN STAIRWAYS - BUILDING ISEQUIPMENT THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEMS ANDAN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM.•FLOOR OPENING AT TOWER STAIR PROVIDED PER SECTION 708.2EXCEPTION 11.•FLOOR OPENINGS AT FITNESS AREA AND GRAND STAIR COULD BECONSIDERED AN ATRIUM. ATRIUM DEFINITION: SECTION 404: AN OPENINGCONNECTING TWO OR MORE STORIES OTHER THAN ENCLOSEDSTAIRWAYS, ELEVATORS, HOISTWAYS, EXCALATORS, PLUMBING,ELECTRICAL, AIR-CONDITIONING OR OTHER EQUIPMENT, WHICH ISCLOSED AT THE TOP AND NOT DEFINED AS A MALL. ENCLOSURE OFATRIUM NOT REQUIRED TO BE SEPARATED FROM ADJACENT SPACES BYA 1 HOUR FIRE BARRIER BASED ON IBC INTERPRETATION NO. 54-07.SECTION 404.6 EXCEPTION 3: ADJACENT SPACES OF ANY THREE FLOORSOF THE ATRIUM SHALL NOT BE REQUIRED TO BE SEPARATED FROM THEATRIUM WHERE SUCH SPACES ARE ACCOUNTED FOR IN THE DESIGN OFTHE SMOKE CONTROL SYSTEM. SECTION 404.5 EXCEPTION: SMOKECONTROL NOT REQUIRED FOR ATRIUMS THAT CONNECT ONLY TWOSTORIES. PER IBC INTERPRETATION, "THE EXCEPTION TO SECTION 404.4EXEMPTS SMOKE CONTROL FOR A TWO-STORY ATRIUM, EXCEPTION 3CAN BE APPLIED WITHOUT REQUIRING SMOKE CONTROL"CLEAR OPENING WIDTHEXIT EGRESS DEAD END DISTANCEOVERALL DIAGONAL DISTANCECARD READERCRPANICACCESSREQUEST34"YesNo0.2"17075No34"0.2"17075CLEAR WIDTH PER OCCUPANTOCCUPANT CAPACITYACTUAL OCCUPANT LOADPANIC HARDWAREACCESS CONTROL DEVICE(E.G. CARD READER)CLEAR STAIR WIDTHCLEAR WIDTH PER OCCUPANTOCCUPANT CAPACITYACTUAL OCCUPANT LOADEXIT REMOTENESS DISTANCEOVERALL DIAGONAL DIMENSION - 14'DISTANCE BETWEEN EXITS - 14'EXIT EGRESS COMMON PATHEXIT EGRESS DISTANCETRAVEL DISTANCE SHOWN: 000'TRAVEL DISTANCE SHOWN: 000'FUNCTION OF SPACEAREAILLUMINATED EXIT SIGN(SEE ELECTRICAL PLANS)REQUEST TO EXIT260 SF3 O100 GBOCCUPANCY COUNTSF PER OCCUPANTFIRE EXTINGUISHER CABINETFECBRACKET MOUNTEDFIRE EXTINGUISHERFETRAVEL PATH: 158'TRAVEL PATH: 129'TRAVEL PATH: 121'TRAVEL PATH: 155'TRAVEL PATH: 164'TRAVEL PATH: 121'TRAVEL PATH: 79'T R A V E L P A T H : 1 4 9 'TRAVEL PATH: 182'TRAVEL PATH: 139'TRAVEL PATH: 184'COMMON PATH: 61'CINEMA293CHASE281MEN221STAIR 4219STAIR 3215STAIR 2211CORRIDOR205POTWASH238STORAGE/STAGING253GRADASST -PROGRAM269ASST.DIRECTORSTUDENTAFFAIRS259DIRECTORSTUDENTACTIVITIES261ASST.DIRECTORGREEKLIFE263GRADASST -SGA267CABSTORAGE251COPY/SUPPLY255??GROWTH/SM MTG254SMMEETING260GREEKLIFEEXEC.OFFICE258SMMEETING266SMMEETING270CABEXEC.OFFICE273SGAEXEC.OFFICE265GREEKLIFEOPENOFFICE256CONFERENCE268GRADASST -INTL276STUDENTINVOLVEMENT252CABPREPROOM274GRADASST -GREEKLIFE257GMR285GMR284ELECT./IT224GMR286INTLOPENOFFICE275SGAOPENOFFICE264CHASE278ELECT./IT208ELEVATOR209MEN206WOMEN207CORRIDOR233DININGROOM231MEN216WOMEN217WOMEN220PINEBURR289STOR.FITNESS222CABOPENOFFICE272MEETING280EVENTSTORAGE24576"0.2"38038082"0.2"39041068"0.2"340331ASSEMBLY A-2USE PLAN KEYASSEMBLY A-3BUSINESS BMERCANTILE MASSEMBLY A-1MECHANICALSTORAGECOMMERCIAL KITCHEN102 TABLES8 SEATS/TABLE816 SEATSINCLUDINGPREFUNCTION68"0.2"340320PANICACCESSREQUESTYesNoNo68".15453338PANICACCESSREQUESTYesNoNo68".1545310801010101010101010101TRAVEL PATH: 149'PANICACCESSREQUESTYesNoNo68".1545361PANICACCESSREQUESTYesNoNo68".15453121PANICACCESSREQUESTYesNoNo68".1545341PANICACCESSREQUESTYesNoNo68".1545340PANICACCESSREQUESTYesNoNo68".15453331PANICACCESSREQUESTYesNoNo68".1545361PANICACCESSREQUESTYesNoNo68".1545361PANICACCESSREQUESTYesNoNo68".1545340PANICACCESSREQUESTYesNoNo68".1545353PANICACCESSREQUEST34".1522639PANICACCESSREQUESTYesNoNo68".1545381PANICACCESSREQUESTYesNoNo68".15453102PANICACCESSREQUESTYesYesNo34".152272020PANICACCESSREQUESTYesNoNo68".15453601283310PANICACCESSREQUESTYesNoNo68".15453191202128'02 9 '49'9060606060609060606003STAIR 103PANICACCESSREQUESTYesNoNo68"0.15"45333PANICACCESSREQUESTYesYesNo68"0.15"45339PANICACCESSREQUESTYesYesNo68"0.15"4530Dining Room Option 1 =816 Occupants in Prefunction and Dining RoomMAXIMUM TOTAL OCCUPANTS LEVEL 2 = 1759(Includes Dining Room Option 1 - 816 occ. inBanquet and Prefunction)COOLER236FREEZER237LINENSTORAGE246CATERINGKITCHEN232MOP &TRASH234STORAGE235GREATHALL203FIRE BARRIERFIRE & SMOKE BARRIER1-HOUR2-HOUR3-HOUR0.5-HOUR1-HOURFIRE PARTITIONFIRE WALL2-HOUR3-HOUR4-HOUR1-HOUR2-HOUR3-HOUR0-HOUR1-HOURSMOKE BARRIERSMOKE PARTITIONw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17G1.1.2LIFE SAFETY PLAN -LEVEL 02CAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLECODE REFERENCESLIFE SAFETY LEGEND 1/16" = 1'-0"G1.1.21LIFE SAFETY PLAN - LEVEL 0201 FIRE EXTINGUISHER CABINET RECESSED02 FIRE EXTINGUISHER CABINET SURFACE MOUNTED03 TYPE K FIRE EXTINGUISHER - BRACKET MOUNTEDNO. REASON DATESHEET KEYNOTESWALL RATING LEGENDKEY PLANABCD
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TFE102 TABLES8 SEATS/TABLE816 SEATST R A V E L P A T H : 1 4 9 'TRAVEL PATH: 182'TRAVEL PATH: 198'TRAVEL PATH: 121'TRAVEL PATH: 79'DININGROOM231STAIR 3215MEN216WOMEN217STAIR 2211??ELEVATOR209MEN206WOMEN207Dining Room = 816 OccupantsLEVEL 2 TOTAL= (1215 + 816)= 2031 Occupants187 TABLES8 SEATS/TABLE696 SEATSTRAVEL PATH: 121'TRAVEL PATH: 79'TRAVEL PATH: 198'TRAVEL PATH: 182'T R A V E L P A T H : 1 4 9 'DININGROOM231STAIR 3215MEN216WOMEN217STAIR 2211??ELEVATOR209MEN206WOMEN2071787 SF120 O15 NA-2 SeatDining Room = 816 OccupantsLEVEL 2 TOTAL= (1215 + 816)= 2031 OccupantsT R A V E L P AT H : 9 4 '12321 TABLES8 SEATS/TABLE168 SEATS21 TABLES8 SEATS/TABLE168 SEATS28 TABLES8 SEATS/TABLE224 SEATSTR A V E L P A T H : 144'T R A V E L P A T H : 1 7 1 'T R A V E L P A T H : 1 1 5 'T R A V E L P A T H : 1 9 2 'T R A V E L P A T H : 1 4 6 'TRAVEL PATH: 121'TRAVEL PATH: 79'DININGROOM231STAIR 3215MEN216WOMEN217STAIR 2211??ELEVATOR209MEN206WOMEN2071787 SF120 O15 NA-2 SeatDining Room = 680 OccupantsLEVEL 2 TOTAL= (1215 + 680)= 1895 Occupants•1 HOUR UL FIRE RATED FLOOR REQUIRED AT SECOND FLOOR. UL DESIGNNUMBER D902.•PRIMARY AND SECONDARY STRUCTURE, UNLESS NOTED OTHERWISE, TOBE UL DESIGN NUMBER Y715. CONTRACTOR TO INDICATE ALL LOCATIONSOF SPRAY FIREPROOFING IN SHOP DRAWINGS. BRING IT TO THEATTENTION OF THE ARCHITECT FOR CONFIRMATION IF ALTERNATEMATERIAL IS NOT CALLED FOR ADJACENT TO FINISHED CEILINGS ORWHERE FIRE PROOFING WILL BE AT OR BELOW 10'-0".•GRAND STAIR AND TOWER STAIR UNENCLOSED PER SECTION 1016.1EXCEPTION 3 AND SECTION 708.2 EXCEPTION 11. FITNESS STAIR NOTCONSIDERED AN EGRESS STAIR OR ACCESSIBLE MEANS OF EGRESS•EGRESS WIDTH CALCULATION: BASED ON SECTION 1005.1, EXCEPTIONS 2AND 3 PRINTED IN 1/1/17 NCBC 2012 ADDENDUM: .15 IS USED ASREQUIRED EGRESS WIDTH IN INCHES PER OCCUPANT IN EGRESSCOMPONENTS OTHER THAN STAIRWAYS. .2 IS USED AS REQUIREDEGRESS WIDTH IN INCHES PER OCCUPANGE IN STAIRWAYS - BUILDING ISEQUIPMENT THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEMS ANDAN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM.•FLOOR OPENING AT TOWER STAIR PROVIDED PER SECTION 708.2EXCEPTION 11.•FLOOR OPENINGS AT FITNESS AREA AND GRAND STAIR COULD BECONSIDERED AN ATRIUM. ATRIUM DEFINITION: SECTION 404: AN OPENINGCONNECTING TWO OR MORE STORIES OTHER THAN ENCLOSEDSTAIRWAYS, ELEVATORS, HOISTWAYS, EXCALATORS, PLUMBING,ELECTRICAL, AIR-CONDITIONING OR OTHER EQUIPMENT, WHICH ISCLOSED AT THE TOP AND NOT DEFINED AS A MALL. ENCLOSURE OFATRIUM NOT REQUIRED TO BE SEPARATED FROM ADJACENT SPACES BYA 1 HOUR FIRE BARRIER BASED ON IBC INTERPRETATION NO. 54-07.SECTION 404.6 EXCEPTION 3: ADJACENT SPACES OF ANY THREE FLOORSOF THE ATRIUM SHALL NOT BE REQUIRED TO BE SEPARATED FROM THEATRIUM WHERE SUCH SPACES ARE ACCOUNTED FOR IN THE DESIGN OFTHE SMOKE CONTROL SYSTEM. SECTION 404.5 EXCEPTION: SMOKECONTROL NOT REQUIRED FOR ATRIUMS THAT CONNECT ONLY TWOSTORIES. PER IBC INTERPRETATION, "THE EXCEPTION TO SECTION 404.4EXEMPTS SMOKE CONTROL FOR A TWO-STORY ATRIUM, EXCEPTION 3CAN BE APPLIED WITHOUT REQUIRING SMOKE CONTROL"CLEAR OPENING WIDTHEXIT EGRESS DEAD END DISTANCEOVERALL DIAGONAL DISTANCECARD READERCRPANICACCESSREQUEST34"YesNo0.2"17075No34"0.2"17075CLEAR WIDTH PER OCCUPANTOCCUPANT CAPACITYACTUAL OCCUPANT LOADPANIC HARDWAREACCESS CONTROL DEVICE(E.G. CARD READER)CLEAR STAIR WIDTHCLEAR WIDTH PER OCCUPANTOCCUPANT CAPACITYACTUAL OCCUPANT LOADEXIT REMOTENESS DISTANCEOVERALL DIAGONAL DIMENSION - 14'DISTANCE BETWEEN EXITS - 14'EXIT EGRESS COMMON PATHEXIT EGRESS DISTANCETRAVEL DISTANCE SHOWN: 000'TRAVEL DISTANCE SHOWN: 000'FUNCTION OF SPACEAREAILLUMINATED EXIT SIGN(SEE ELECTRICAL PLANS)REQUEST TO EXIT260 SF3 O100 GBOCCUPANCY COUNTSF PER OCCUPANTFIRE EXTINGUISHER CABINETFECBRACKET MOUNTEDFIRE EXTINGUISHERFE12TRAVEL PATH: 194'TRAVEL PATH: 95'61 TABLES8 SEATS/TABLE488 SEATS21 TABLES8 SEATS/TABLE168 SEATSTRAVEL PATH: 121'TRAVEL PATH: 79'TRAVEL PATH: 192'T R A V E L P A T H : 1 4 6 'DININGROOM231STAIR 3215MEN216WOMEN217STAIR 2211ELEVATOR209MEN206WOMEN2071787 SF120 O15 NA-2 SeatDining Room = 776 OccupantsLEVEL 2 TOTAL= (1215 + 776)= 1991 Occupantsw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17G1.1.3LIFE SAFETY PLANS -LEVEL 02 - DININGROOM OPTIONS 1 - 4CAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1" = 20'-0"G1.1.31LIFE SAFETY PLAN - LEVEL 02 - DINING ROOM OPTION 1 1" = 20'-0"G1.1.32LIFE SAFETY PLAN - LEVEL 02 - DINING ROOM OPTION 2 1" = 20'-0"G1.1.34LIFE SAFETY PLAN - LEVEL 02 - DINING ROOM OPTION 4CODE REFERENCESLIFE SAFETY LEGENDCODE REFERENCESLIFE SAFETY LEGENDNO. REASON DATE 1" = 20'-0"G1.1.33LIFE SAFETY PLAN - LEVEL 02 - DINING ROOM OPTION 3KEY PLANABCD
SSDVANPIV WWWWWWWWWWWWRDWGASGASGASGASGASUGE UGE UGE UGE ADMISSIONS BUILDING+FS 198.48'2%2%2%2%2%2%+FS 198.48'197'198'197'198'198'198'196'197'2%2%5.3%197'197'2%+FS 197.621%1.8%197'198'2%2% MAX.1%2%1%1%2%8.3%8.3%198'2%MAX.2%TW 198.63BW 197.13+TW 198.63+4.7% MAX.2%MAX.8.3% MAX2.2% MAX2% MAXFS (MAX.)196.70+8.3% MAXFFE 198.50'RIM=190.33'IN(N)=185.08'IN(W)=187.63'OUT=184.98'TPEDICVICVICV5TREE3TREE4TREE4TREE8TREE4TREE4JV3TREE4TREE3TREE3TREEFF=187.96'FF=187.94'ICVICVFF=195.14'22MG34PTFF
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=
1
9
9
.
5
6
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=
1
9
7
.
9
7
'FF=198.04'14TREEGVGVGVWVFF=197.79'4AR3QRFF=194.22'GMICV (3X3)FF=194.18'FF=197.76'FF=181.56'ICV8036195.01GRD
38QP8IO3LT4QA4QA5QA4QAF
F
=
1
8
9
.
3
5
'
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=
1
9
9
.
6
9
'FF=199.66'44QAFF=186.97'FF=181.41'8"DIP6"DIPRIM=196.51'IN=190.43'OUT=190.36'15"RCP15"RCP
15"RCP1
5
"RCPTOC=197.25'IN=193.75'OUT=193.75'TOC=196.37'IN=193.42'OUT=193.37'TOC=195.61'IN=192.81'OUT=192.51'TOC=196.26'IN=190.06'OUT=198.31'10"PV
C
8"PVC4" CREPEMYRTLES18"RCPTOC=191.01'IN=185.01'OUT=184.91'15"RCP15"RCP15"RCP15"RCPRIM=196.72'IN(S)=191.57'IN(E)=192.72'OUT=191.42'RIM=196.51'IN(S)=192.21'IN(E)=193.61'OUT=191.96'6"HDPE8"HDPERIM=196.16'IN(N)=193.46'IN(E)=193.46'OUT=193.31'6"HDPERIM=197.16'IN=194.66'OUT=194.31'15"RCP 15"RCP15"RCPTOC=195.75'IN(N)=192.10'IN(E)=192.05'OUT=191.90'TOC=1985.80'OUT=192.55'8" CREPEMYRTLESTOC=196.91'OUT=193.61'15"RCP
TOC=191.93'OUT=188.48'TOC=192.16'IN=188.36'OUT=187.66'18"RCP6"DIPRIM=194.02'INV=N/A(DEBRIS)8"CLAYRIM=193.93'IN=191.19'OUT=191.19'2" AMERICAN HOLLIES
10"PVC
10"PVC2" AMERICAN HOLLIES12"RCP12"RCP12"RCP4"PVC12"RCPRIM=191.59'IN=189.99'OUT=189.99'12"RCPHEDGEROWHEDGEROW4" CREPE
MYRTLES15"RCP36"RCP36"RCPTOC=189.14'IN=182.19'OUT=182.04'TOC=189.11'IN(N)=184.21'IN(W)=184.21'OUT=183.11'24"RCPRIM=189.39'IN=183.49'OUT=183.49'RIM=186.85'IN=183.55'OUT=183.55'24"RCP24"RCPRIM=187.90'IN(N)=183.94'IN(W)=184.20'OUT=183.94'15"RC
P
15"R
C
P
15"RC
P4"PVCRIM=194.96'IN=190.16'OUT=190.01'1
8
"
RCP
18"RCP
TOC=188.62'IN=183.67'OUT=183.57'TOC=188.82'IN=185.92'OUT=185.07'10"PVC10"PVC10"PVC10"CLAY10"CLAY10"CLAY
20TREERIM=192.66'IN=189.66'OUT=189.56'RIM=198.99'IN=191.49'OUT=191.34'RIM=188.43'IN=180.33'OUT=180.33'RIM=188.83'IN=181.05'OUT=181.05'RIM=192.75'OUT=184.30'RIM=190.71'IN(N)=186.31'OUT=184.76'RIM=193.49'IN=184.45'OUT=184.39'2 STORYBRICK BUILDINGWITH BASEMENT3 STORYBRICK BUILDINGWITH BASEMENT3 STORYBRICK BUILDINGWITH BASEMENT18"RCP18"RCPRIM=198.25'IN=194.35'OUT=194.05'FOWP16TREE24QA4" CREPE
MYRTLES12"DIP24"RCP6"PVCRIM=196.25'IN=193.00'OUT=192.75'15"RCPRIM=193.85'IN=190.55'OUT=190.45'RIM=189.00'OUT=187.85'6"PVC(X2)TOC=187.34'IN=183.90'OUT=183.84'RIM=193.29'IN(S)=191.59'IN(W)=191.23'OUT=191.23'RIM=192.57'OUT=191.12'3TREE6"PVCLESLIE CAMPBELL AVE.NCSR 2084PUBLIC (R/W)PUBLIC (R/W)(NCSR 1532)T T LANIER ST.EMERGENCYCALL BOXPLAQUEPLAQUEGENERATORA/CUNITSA/CUNITTRASHCANEMERGENCYPHONEA/CUNITSGATE5'CLFN:603197.15'E:2077459.23'EL:196.84'N:603144.57E:2077783.32'EL:189.78'N:603166.92'E:2078171.68'EL:191.05'N:603640.82'E:2078050.00'EL:197.13'N:603675.84'E:2077718.10'EL:197.89'N:603535.81'E:2077283.65'EL:197.10'198198198197
1971
9
6 194197197 195198198195193193
1921
9
1
19
2193194196 196196196
1911891
9
0
1
9
3
192 194197
19819519019419319218918818
9
1891921901911921931951981971
9
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1
9
5
.
5
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9
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7
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1
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7
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4
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7
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9
2
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7
7
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8
9
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9
'188.09'188.41'190.65'
190.1
4
'190.27
'189.46
'196.25'195.65'195.62'195.10'196.64'196.78'198.16'198.05'197.54'197.60'195.93'195.74'195.40'195.34'193.87'194.29'194.91'187.73'192.01'192.50'190.53'189.36'188.86'4QR189.16'1
9
0
.
0
6
'190.73'191.64
'195.18'1
8
9
.
1
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10"PV
C
10"PVCRIM=200.77'IN(N)=193.39'IN(E)=193.40'OUT=193.17'FF=187.70'L/AL/A1 STORYBRICKBUILDINGLANDSCAPEDAREABIKERACKA/CUNITLANDSCAPED AREABENCHVAULTVAULT194.7
'196.78
'L/AL/AGM194.65
'4QA191.51'189.99'L/AL/A3TREEL/ABIKE RACKL/AL/A199.76'1
9
2
.
9
'191.6'BENCHL/AL/AL/A18"RCP18"RCP15"RCPTOC=189.66'IN(N)=184.86'IN(E)=185.26'OUT=184.81'TOC=190.41'IN=183.61'OUT=183.56'RIM=191.51'IN(N)=188.71'IN(W)=188.71'IN(4")=190.76'OUT=188.61'RIM=195.97'IN=193.72'OUT=193.22'4"DIP8"
C
L
A
Y
8"
C
L
A
Y194.7
'4"PVCRIM=195.13'IN(N)=190.43'IN(NE)=191.58'IN(SE)=191.13'OUT=190.38'6"PVC6"PVC6"PVC8"CLAYRIM=193.43'IN(NE)=189.33'IN(E)=190.33'IN(W)=189.93'OUT=188.93'MAIN ST.RIM=195.13'OUT=193.58'12"RCPRIM=190.64'IN=186.44'OUT=186.44'TOC=199.12'IN=194.37'OUT=194.37'18"R
C
PICV (3X3)RIM=188.77'IN(N)=186.44'IN(W)=187.52'OUT=186.44'4"DIP6"CLAY
6"CLAY
7'CLF
LA
N
D
S
C
A
P
E
D
A
R
E
A GREASETRAPRIM=196.16'IN=193.86'OUT=193.60'THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY C. RYAN DAVENPORT, NC PLS L-4707,ON 06/30/2016. THIS ELECTRONIC MEDIA SHALL NOT BE CONSIDERED A CERTIFIEDDOCUMENT. SEE THE PROJECT REPORT FOR CERTIFICATE AND SEAL.N49°55'16"W151.78'S84°32'23"E 420.34'C38S28°05'19"W67.08'S21°41'17"E 77.76'C39N24°26'51"W164.01'C40N19°
0
0
'
4
0
"
ECURVE TABLECURVEC38C39C40LENGTH121.27'65.24'172.18'RADIUS1130.00'4032.00'227.00'DELTA6°08'55"0°55'37"43°27'31"TANGENT60.69'32.62'90.47'CHORD121.21'65.24'168.08'BEARINGN89°45'06"ES24°54'40"ES02°43'06"ES17°33'09"E32.00'C41L16L17L18LINE TABLELINEL16L17L18BEARINGN33°56'53"WN36°26'49"WN15°52'44"WDISTANCE43.40'23.31'36.72'C42CURVE TABLECURVEC41C42LENGTH105.70'78.41'RADIUS229.26'173.58'DELTA26°24'56"25°52'53"TANGENT53.81'39.88'CHORD104.77'77.74'BEARINGN45°55'16"WS49°10'25"ELOCATION OF EXISTING WATERLINE BASED ON INFORMATIONFROM CAMPBELL UNIVERSITYSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSTORM DRAINAGE PIPE ANDSTRUCTURES INSTALLED ASPART OF CAMPBELLUNIVERSITY ADMISSIONSBUILDING PROJECTSANITARY SEWERRELOCATED ASEARLY SITE PACKAGEw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBER513-4526-009/21/17CAMPBELL UNIVERSITYFOUNDATIONSTUDENT UNIONISSUE FORISSUE DATENO.REASONDATEPERMIT/BID SETB1234567ACDEFJohn T. Jenkins II, PERoy P. Lorenzen, PESTEWARTSURVEY NOTES:1.REFER TO C3.00 FOR GENERAL NOTES.2.THIS SURVEY MAP IS INTENDED TO REPRESENT THE EXISTING CONDITIONS/TOPOGRAPHY ON A PORTION OF THE PROPERTY AND ALL ENCUMBRANCES UPON THE PROPERTY MAYNOT BE SHOWN.3.HORIZONTAL DATUM IS NAD 83-2011 AND VERTICAL DATUM IS NAVD88.4.THIS DRAWING DOES NOT CONFORM TO N.C. GS47-30 AND THEREFORE IS NOT FOR RECORDATION.5.UTILITIES SHOWN HEREON ARE BASED SOLELY ON ABOVE-GROUND VISIBLE EVIDENCE. NO UTILITY DESIGNATION/MARKING SERVICES WERE PERFORMED AS A PART OF THISSURVEY. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES BEFORE COMMENCING CONSTRUCTION.OR6.UTILITIES SHOWN HEREON ARE BASED ON ABOVE GROUND VISIBLE EVIDENCE AND UTILITY DESIGNATION / MARKING SERVICES PERFORMED BY STEWART INC, AND THEAVAILABLE RECORD INFORMATION. CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.OR7.SURVEY INFORMATION BASED ON FIELD SURVEY BY STEWART COMPLETED IN JUNE 30,2016.8.TREES SHOWN HEREON MAY NOT REPRESENT ALL VEGETATION ON THE SUBJECT PROPERTY.9.THE SUBJECT PROPERTY LIES IN ZONES X (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE AND FUTURE CONDITIONS 1% ANNUAL CHANCE FLOODPLAIN). BASED ONTHE FLOOD INSURANCE RATE MAP COMMUNITY MAP NUMBER 372017370J DATED MAY 2, 2006.10.NO WETLANDS HAVE BEEN IDENTIFIED WITHIN THE PROJECT OR PARCEL SHOWN.FF=267.18'SURVEY CONTROL POINTEXISTING IRON PIPEEXISTING CONCRETE MONUMENTSTORM DRAIN MANHOLESANITARY SEWER MANHOLESANITARY SEWER CLEANOUTHYDRANTWATER VALVEWATER METERWATER MANHOLEWELLGAS VALVEGAS METERTELEPHONE MANHOLETELEPHONE PEDESTALTV MANHOLETV PEDESTALELECTRIC MANHOLEELECTRIC BOXUTILITY POLEGUY WIRELIGHT POLETRAFFIC SIGNAL BOXBOLLARDSIGNFINISHED FLOOR ELEVATIONUNDERGROUND TELEPHONE LINEUNDERGROUND FIBER OPTIC LINEUNDERGROUND GAS LINEUNDERGROUND ELECTRIC LINEUNDERGROUND WATER LINESANITARY SEWER LINESTORM DRAIN LINEOVERHEAD WIRESUNIDENTIFIED LINEEIPECMDIPPVCHDPERCPCMPCBTFOGEWSSOHWUDUCTILE IRON PIPEPOLYVINYL CHLORIDE PIPEHIGH-DENSITY POLYETHYLENE PIPEREINFORCED CONCRETE PIPECORRUGATED METAL PIPECATCH BASINCATVTPEDGMWMTRAFFIC SIGNAL POSTGVELECTRIC METERMONITORING WELLUNKNOWN DESTINATIONFIBER OPTIC WITNESS POSTBORING LOCATIONSANITARY FORCEMAIN VALVESTORM DRAIN CURB INLETCOMPUTED POINTFIBER OPTIC BOXGUY POLEMANHOLEDECIDUOUS TREEEVERGREEN TREEBUSHWIRE FENCECHAIN LINK FENCECONCRETE SURFACEWVFOWPEMMWBORIOLIAMERICAN HOLLYCREPE MYRTLEPOPTQREASTERN SYCAMORELOBLOLLY PINERED OAKEXAMPLE: 10QR = 10" RED OAKMGSOUTHERN MAGNOLIAJVEASTERN RED CEDARSURVEY TREE LEGEND:SURVEY LEGEND:C1.0.0EXISTING CONDITIONS01530601"= 30'SCALE:NORTH
SSDVANPIV WWWWWWWWWWWWRDWGASGASGASGASGASUGE UGE UGE UGE +FS 198.48'+FS 198.48'197'198'197'198'198'198'196'197'197'197'FS 197.62197'198'198'TW 198.63BW 197.13TW 198.634.7% MAX.FS (MAX.)196.70+RIM=190.33'IN(N)=185.08'IN(W)=187.63'OUT=184.98'TPEDICVICVICV5TREE3TREE4TREE4TREE8TREE4TREE4JV3TREE4TREE3TREE3TREEICVICV22MG34PTF
F
=
1
9
6
.
4
8
'36LI14LI30LI30LI62QPFF
=
1
9
9
.
5
6
'FF=196.46'14TREEGVWVFF=197.79'4AR3QRGMICV (3X3)FF=197.76'ICV8036195.01GRD
38QP8IO3LT4QA4QA5QA4QAFF
=
1
8
9
.
3
5
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=
1
9
9
.
6
9
'FF=199.66'44QA8"DIP6"DIPRIM=196.51'IN=190.43'OUT=190.36'15"RCP15"RCP
15"RCP15
"RC
P
TOC=197.25'IN=193.75'OUT=193.75'TOC=196.37'IN=193.42'OUT=193.37'TOC=195.61'IN=192.81'OUT=192.51'TOC=196.26'IN=190.06'OUT=198.31'10"PV
C
8"PVC4" CREPEMYRTLES18"RCPTOC=191.01'IN=185.01'OUT=184.91'15"RCP15"RCP15"RCP15"RCPRIM=196.72'IN(S)=191.57'IN(E)=192.72'OUT=191.42'RIM=196.51'IN(S)=192.21'IN(E)=193.61'OUT=191.96'6"HDPE8"HDPERIM=196.16'IN(N)=193.46'IN(E)=193.46'OUT=193.31'6"HDPERIM=197.16'IN=194.66'OUT=194.31'15"RCP 15"RCP15"RCPTOC=195.75'IN(N)=192.10'IN(E)=192.05'OUT=191.90'TOC=1985.80'OUT=192.55'8" CREPEMYRTLESTOC=196.91'OUT=193.61'15"RCP
TOC=191.93'OUT=188.48'TOC=192.16'IN=188.36'OUT=187.66'18"RCP6"DIPRIM=194.02'INV=N/A(DEBRIS)8"CLAYRIM=193.93'IN=191.19'OUT=191.19'2" AMERICAN HOLLIES
10"PVC
10"PVC2" AMERICAN HOLLIES12"RCP12"RCP12"RCP4"PVC12"RCPRIM=191.59'IN=189.99'OUT=189.99'12"RCPHEDGEROWHEDGEROW4" CREPE
MYRTLES15"RCP36"RCP36"RCPTOC=189.14'IN=182.19'OUT=182.04'TOC=189.11'IN(N)=184.21'IN(W)=184.21'OUT=183.11'24"RCPRIM=189.39'IN=183.49'OUT=183.49'RIM=186.85'IN=183.55'OUT=183.55'24"RCP24"RCPRIM=187.90'IN(N)=183.94'IN(W)=184.20'OUT=183.94'15"RC
P
15"R
C
P
15"RC
P4"PVCRIM=194.96'IN=190.16'OUT=190.01'1
8
"RCP
18"RCP
TOC=188.62'IN=183.67'OUT=183.57'TOC=188.82'IN=185.92'OUT=185.07'10"PVC10"PVC10"PVC10"CLAY10"CLAY10"CLAY
20TREERIM=192.66'IN=189.66'OUT=189.56'RIM=198.99'IN=191.49'OUT=191.34'RIM=188.43'IN=180.33'OUT=180.33'RIM=188.83'IN=181.05'OUT=181.05'RIM=192.75'OUT=184.30'RIM=190.71'IN(N)=186.31'OUT=184.76'RIM=193.49'IN=184.45'OUT=184.39'2 STORYBRICK BUILDINGWITH BASEMENT18"RCPRIM=198.25'IN=194.35'OUT=194.05'FOWP16TREE24QA4" CREPE
MYRTLES12"DIP24"RCP6"PVCRIM=196.25'IN=193.00'OUT=192.75'15"RCPRIM=193.85'IN=190.55'OUT=190.45'RIM=189.00'OUT=187.85'6"PVC(X2)TOC=187.34'IN=183.90'OUT=183.84'RIM=193.29'IN(S)=191.59'IN(W)=191.23'OUT=191.23'RIM=192.57'OUT=191.12'3TREE6"PVCLESLIE CAMPBELL AVE.NCSR 2084PUBLIC (R/W)PUBLIC (R/W)(NCSR 1532)T T LANIER ST.PUBLIC (R/W)GENERATORA/CUNITSTRASHCAN198198198197
19719
6 197196194197197 195198198195193193
1921
9
1
19
2193194196 196196196
1911891
9
3
192 194197
19819519019419319218918818
9
1891921901911921931951981971
9
6
196 19719419
4
191192193198197.8'197.6'197.4'198.1'197.7'196.5'
1
9
5
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9
8
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'
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9
7
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8
'
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7
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1
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7
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1
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'198.3'196.26'193.66'191.58'1
9
2
.
7
7
'
1
8
9
.
7
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'188.09'188.41'190.14
'190.27
'189.46
'196.25'195.65'195.62'195.10'196.64'196.78'198.16'198.05'197.54'197.60'195.93'195.74'195.40'195.34'193.87'194.29'194.91'187.73'192.01'192.50'190.53'189.36'188.86'4QR189.16'1
90
.06
'190.73'191.64
'195.18'1
8
9
.
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'191.6'
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10"P
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10"PVCRIM=200.77'IN(N)=193.39'IN(E)=193.40'OUT=193.17'FF=187.70'L/AL/A1 STORYBRICKBUILDINGLANDSCAPEDAREALANDSCAPED AREA194.7
'196.78'L/AGM194.65
'4QA191.51'1
8
9
.
9
9
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9
2
.
9
'191.6'BENCHL/AL/AL/ATOC=189.66'IN(N)=184.86'IN(E)=185.26'OUT=184.81'TOC=190.41'RIM=191.51'IN(N)=188.71'IN(W)=188.71'IN(4")=190.76'OUT=188.61'RIM=195.97'IN=193.72'OUT=193.22'4"DIP8"
C
L
A
Y
8"
C
L
A
Y194.7
'4"PVCRIM=195.13'IN(N)=190.43'IN(NE)=191.58'IN(SE)=191.13'OUT=190.38'6"PVC6"PVC6"PVC8"CLAYRIM=193.43'IN(NE)=189.33'IN(E)=190.33'IN(W)=189.93'OUT=188.93'MAIN ST.RIM=195.13'OUT=193.58'12"RCPRIM=190.64'IN=186.44'OUT=186.44'TOC=199.12'IN=194.37'OUT=194.37'18"R
C
PICV (3X3)RIM=188.77'IN(N)=186.44'IN(W)=187.52'OUT=186.44'6"CLAY
6"CLAY
LA
N
D
S
C
A
P
E
D
A
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A GREASETRAPRIM=196.16'IN=193.86'OUT=193.60'THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY C. RYAN DAVENPORT, NC PLS L-4707,ON 06/30/2016. THIS ELECTRONIC MEDIA SHALL NOT BE CONSIDERED A CERTIFIEDDOCUMENT. SEE THE PROJECT REPORT FOR CERTIFICATE AND SEAL.N49°55'16"W151.78'S84°32'23"E 420.34'C38S28°05'19"W67.08'S21°41'17"E 77.76'C39N24°26'51"W164.01'C40N19°
0
0
'
4
0
"
ECURVE TABLECURVEC38C39C40LENGTH121.27'65.24'172.18'RADIUS1130.00'4032.00'227.00'DELTA6°08'55"0°55'37"43°27'31"TANGENT60.69'32.62'90.47'CHORD121.21'65.24'168.08'BEARINGN89°45'06"ES24°54'40"ES02°43'06"ES17°33'09"E32.00'C41L16L17L18LINE TABLELINEL16L17L18BEARINGN33°56'53"WN36°26'49"WN15°52'44"WDISTANCE43.40'23.31'36.72'C42CURVE TABLECURVEC41C42LENGTH105.70'78.41'RADIUS229.26'173.58'DELTA26°24'56"25°52'53"TANGENT53.81'39.88'CHORD104.77'77.74'BEARINGN45°55'16"WS49°10'25"E1A-CB AREA: 0.58 AC LOCATION OFDEMOLISHED BUILDINGLOCATION OFDEMOLISHED BUILDINGLOCATION OF CAMPBELLUNIVERSITY ADMISSIONS BUILDINGAREA DRAIN AND PIPING INSTALLEDAS PART OF CAMPBELL ADMISSIONSBUILDING PROJECTALL UTILITIES HAVE BEENDEMOLISHED 5' OUTSIDE OFDEMOLISHED BUILDINGSALL UTILITIES HAVE BEENDEMOLISHED 5' OUTSIDE OFDEMOLISHED BUILDINGSUTILITIES REROUTED AS PARTOF EARLY SITE PACKAGESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSANITARY SEWERRELOCATED ASEARLY SITE PACKAGEw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBER513-4526-009/21/17CAMPBELL UNIVERSITYFOUNDATIONSTUDENT UNIONISSUE FORISSUE DATENO.REASONDATEPERMIT/BID SETB1234567ACDEFJohn T. Jenkins II, PERoy P. Lorenzen, PESTEWARTC1.0.1EXISTING CONDITIONS -POST BUILDINGS DEMO01530601"= 30'SCALE:NORTH
GASGASGASEXISTING GAS LINE TO BEREMOVED PER PIEDMONTNATURAL GASLIMITS OFDISTURBANCEDEMO EXISTING SEGMENTAL WALL;WALL TO BE LEFT IN PLACE UNTILDEMO IS ABSOLUTELY NECESSARYSSDVANPIV WWWWWWWWWWWWRDWGASGASGASGASGASUGE UGE UGE UGE
RIM=190.33'IN(N)=185.08'IN(W)=187.63'OUT=184.98'5TREE3TREE4TREE4TREE8TREE4TREE4JV3TREE4TREE3TREE3TREE22MG34PTFF
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"RCPTOC=197.25'IN=193.75'OUT=193.75'TOC=196.37'IN=193.42'OUT=193.37'TOC=195.61'IN=192.81'OUT=192.51'TOC=196.26'IN=190.06'OUT=198.31'8"PVC4" CREPEMYRTLES18"RCPTOC=191.01'IN=185.01'OUT=184.91'15"RCP15"RCP15"RCP15"RCPIN(S)=191.57'IN(E)=192.72'OUT=191.42'RIM=196.51'IN(S)=192.21'IN(E)=193.61'OUT=191.96'6"HDPE8"HDPERIM=196.16'IN(N)=193.46'IN(E)=193.46'OUT=193.31'6"HDPERIM=197.16'IN=194.66'OUT=194.31'15"RCP 15"RCP15"RCPTOC=195.75'IN(N)=192.10'IN(E)=192.05'OUT=191.90'TOC=1985.80'OUT=192.55'8" CREPEMYRTLESTOC=196.91'OUT=193.61'15"RCP
TOC=191.93'OUT=188.48'TOC=192.16'IN=188.36'OUT=187.66'18"RCP6"DIPRIM=194.02'INV=N/A(DEBRIS)8"CLAYRIM=193.93'IN=191.19'OUT=191.19'2" AMERICAN HOLLIES
10"PVC
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S15"RCP36"RCP36"RCPTOC=189.14'IN=182.19'OUT=182.04'TOC=189.11'IN(N)=184.21'IN(W)=184.21'OUT=183.11'24"RCPRIM=189.39'IN=183.49'OUT=183.49'RIM=186.85'IN=183.55'OUT=183.55'24"RCP24"RCPRIM=187.90'IN(N)=183.94'IN(W)=184.20'OUT=183.94'15"R
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20TREERIM=192.66'IN=189.66'OUT=189.56'RIM=198.99'IN=191.49'OUT=191.34'RIM=188.43'IN=180.33'OUT=180.33'RIM=188.83'IN=181.05'OUT=181.05'RIM=192.75'OUT=184.30'RIM=190.71'IN(N)=186.31'OUT=184.76'RIM=193.49'IN=184.45'OUT=184.39'2 STORYBRICK BUILDINGWITH BASEMENTRIM=198.25'IN=194.35'OUT=194.05'16TREE24QA4" CREPE
MYRTLES12"DIP24"RCP6"PVCRIM=196.25'IN=193.00'OUT=192.75'15"RCPRIM=193.85'IN=190.55'OUT=190.45'RIM=189.00'OUT=187.85'6"PVC(X2)TOC=187.34'IN=183.90'OUT=183.84'RIM=193.29'IN(S)=191.59'IN(W)=191.23'OUT=191.23'RIM=192.57'OUT=191.12'3TREE6"PVCLESLIE CAMPBELL AVE.NCSR 2084PUBLIC (R/W)PUBLIC (R/W) (NCSR 1532)T T LANIER ST.PUBLIC (R/W) (NCSR 1525)GENERATORA/CUNITSTRASHCAN198198198197
1971
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6 197196194197197 195198198195193193
1921
9
1
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2193194196 196196196
1911891
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192 194197
19819519019419319218918818
9
1891921901911921931951981971
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7
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'195.18'189.1'191.6'FF=187.70'L/AL/A1 STORYBRICKBUILDINGLANDSCAPEDAREALANDSCAPED AREA194.7
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A GREASETRAPRIM=196.16'IN=193.86'OUT=193.60'N49°55'16"W151.78'S84°32'23"E 420.34'C38S28°05'19"W67.08'S21°41'17"E 77.76'C39N24°26'51"W164.01'C40S17°33'09"E32.00'C41L16L17L18C42EXISTING GAS LINE TO BEREMOVED AND REROUTED PERPIEDMONT NATURAL GASPLUG EXISTING RCPAT CURB INLET ANDPLACE 23' OFFLOWABLE FILL23.00'XXXX6' TEMPORARYFENCINGSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEXISTING SANITARYSEWER MANHOLEEXISTING CURB ANDGUTTER TO REMAINSAW CUT EXISTING ASPHALTPAVEMENT PRIOR TODEMOLITION (TYP.)CONTRACTOR TO COORDINATE WITHLANDSCAPE ARCHITECT ON BRICKPAVERS TO SALVAGE; SEE DEMO NOTE 23REMOVE EXISTINGVEGETATION (TYP.)CONTRACTORLAYDOWN AREAXXXX
X
X XX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
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X
X X
X
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X X6' HIGHTEMPORARYFENCING WITHBLACK VINYL4" TEMPORARYABC STONE PATHCONTRACTOR TOGAS LINE REROUTINGWITH PIEDMONT GASSANITARY SEWERRELOCATED ASEARLY SITE PACKAGEw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBER513-4526-009/21/17CAMPBELL UNIVERSITYFOUNDATIONSTUDENT UNIONISSUE FORISSUE DATENO.REASONDATEPERMIT/BID SETB1234567ACDEFJohn T. Jenkins II, PERoy P. Lorenzen, PESTEWART01530601"= 30'SCALE:NORTHDEMOLITION LEGENDREMOVE ASPHALTREMOVE BRICK WALKWAY, SEE DEMO NOTE 23REMOVE CONCRETEREMOVE RIPRAPREMOVE WALLREMOVE WATER LINEREMOVE SANITARY SEWER LINEREMOVE STORM DRAINAGELIMITS OF DISTURBANCECOORDINATE LIGHT POLE REMOVALREMOVE TREEREMOVE CURB & GUTTERREMOVE SIGNREMOVE UNDERGROUND ELECTRICALDEMOLITION NOTES:1.REFER TO SHEET C3.00 FOR GENERAL NOTES.2.THE CONTRACTOR SHALL REMOVE CONCRETE (WHERE REQUIRED) TO THE FIRST COLD JOINT OR SAW CUT TO OBTAIN A CLEAN EDGE.3.THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT (WHERE REQUIRED) TO OBTAIN A CLEAN EDGE.4.CLEANOUTS AND WATER VALVES LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION SHALL BE PROTECTED FROM DAMAGE AND RAISED TO BEFLUSH WITH NEW GRADE.5.ANY UTILITY SERVICES SHOWN TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY PROVIDER. CONTRACTOR IS RESPONSIBLEFOR APPROPRIATE SEQUENCING OF UTILITY DEMOLITION WITH THE RESPECTIVE UTILITY AGENCIES.6.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES PRIOR TO BEGINNING DEMOLITION OPERATIONS. NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE1-800-632-4949) AT LEAST 48 HOURS PRIOR TO START OF DEMOLITION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIESTHAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL."7.CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL. COMPACTION OF THESE SOILS SHALL BE PERFORMED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS.8.ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY, INCLUDING ALL SUBGRADE MATERIALS DIRECTLY ASSOCIATED WITH ITEMS TO BEREMOVED.9.ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFF-SITE UNLESS OTHERWISE NOTED ON THIS PLAN.10.REFER TO LANDSCAPE AND EROSION CONTROL DRAWINGS FOR TREE PROTECTION PLAN AND REQUIREMENTS.11.ALL DEMOLITION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL JURISDICTIONAL CODES OR REQUIREMENTS.12.TREE PROTECTION FENCING SHALL BE IN PLACE PRIOR TO BEGINNING DEMOLITION13.EROSION CONTROL PERMIT SHALL BE OBTAINED AND ONSITE PRIOR TO BEGINNING DEMOLITION.14.ITEMS DESIGNATED TO BE SALVAGED AND/OR RE-USED SHALL BE REMOVED BY THE CONTRACTOR AND PROVIDED TO THE OWNER. COORDINATE STORAGE LOCATIONWITH OWNER'S REPRESENTATIVE.15.WHERE UTILITIES ("TO BE REMOVED") IMPACT THE FOOTPRINT OF THE NEW BUILDING, THE CONTRACTOR SHALL EXECUTE AND REMOVE AN ADDITIONAL 2 FEET OFSOILS TO EITHER SIDE OF THE PIPE, AND 1 FOOT BELOW. CLEAN SUITABLE SOIL SHALL BE UTILIZED FOR BACKFILL AND COMPACTED IN ACCORDANCE WITH THECONTRACT DOCUMENTS.16.DEMOLITION AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE PIPING SHALL BE PERFORMED IN SUCH A MANNER THAT THE OLD PIPE AND STRUCTURESREMOVED DO NOT IMPACT DRAINAGE UPSTREAM OF THE SYSTEM. PROVISIONS SHALL BE MADE TO MAINTAIN STORM WATER DRAINAGE PATTERNS DURINGCONSTRUCTION.17.DEMOLITION AND SUBSEQUENT CONSTRUCTION OF UTILITIES (WATER, SEWER, ETC) SHALL BE PERFORMED IN SUCH A MANNER THAT THE OLD PIPE AND STRUCTURESREMOVED DO NOT IMPACT OR MINIMIZE SERVICE INTERRUPTION TO EXISTING FACILITIES TO REMAIN. PROVISIONS SHALL BE MADE TO MAINTAIN SERVICE DURINGCONSTRUCTION.18.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL DAMAGES TO THE EXISTING DRIVEWAY, PARKING LOT, SIDEWALK AND CURB AND GUTTER AS ARESULT OF CONSTRUCTION ACTIVITY AND TRAFFIC. CONTRACTOR SHALL MAINTAIN A PRE-CONSTRUCTION VIDEO OR PHOTO DOCUMENTATION TO SHOW NODAMAGES OCCURRED.19.ALL MATERIALS, FURNISHINGS, UTILITIES, AND PAVEMENT THAT ARE NOT SCHEDULED TO BE DEMOLISHED AND ARE DAMAGED BY THE CONTRACTOR AS A RESULT OFTHE DEMOLITION OR CONSTRUCTION OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.20.WHERE UTILITIES ARE SHOWN TO BE "REMOVED", CONTRACTOR SHALL INCLUDE NECESSARY PLUG OR VALVES TO ENSURE UTILITY LINES TO REMAIN WILL CONTINUETO BE IN SERVICE. COORDINATE NECESSARY SHUT DOWN AND REMOVAL WITH THE LOCAL JURISDICTION OR UTILITY OWNER.21.CONTRACTOR SHALL PROVIDE PEDESTRIAN INGRESS / EGRESS TO ALL EXISTING BUILDINGS, PARKING LOTS, AND PATHS OF PEDESTRIAN TRAVEL THROUGHOUT THECONSTRUCTION PERIOD22.ALL MATERIALS, FURNISHINGS, UTILITIES, AND PAVEMENT THAT ARE NOT SCHEDULED TO BE DEMOLISHED AND ARE DAMAGED BY THE CONTRACTOR AS A RESULT OFTHE DEMOLITION OR CONSTRUCTION OPERATIONS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.23.WHEN IN GOOD CONDITION, CONTRACTOR TO SALVAGE EXISTING BRICK PAVERS FOR REUSE. CONTRACTOR TO COORDINATE WITH LANDSCAPE ARCHITECT TOENSURE WHICH BRICK PAVERS ARE CONSIDERED GOOD CONDITION.C2.0.0DEMOLITION PLAN
UPWVANADMISSIONS BUILDING36LI14LI30LI30LI62QP4AR3QR44QA2 STORYBRICK BUILDINGWITH BASEMENT16TREE3TREELESLIE CAMPBELL AVE.NCSR 2084PUBLIC (R/W)PUBLIC (R/W) (NCSR 1532)T T LANIER ST.PUBLIC (R/W) (NCSR 1525)4QR1 STORYBRICKBUILDINGMAIN ST.GREASETRAPDDDDDD1A-CB AREA: 0.58 AC SEE LANDSCAPEARCHITECT PLAN FORMORE INFORMATION107118109' (T
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.
)18' (TYP.)24'24'24" CURB &GUTTER (TYP.)9SEE LANDSCAPEARCHITECT PLAN FORMORE INFORMATIONRE-ESTABLISHED RETAINING WALL;SEE LANDSCAPE ARCHITECTPLANS FOR MORE INFORMATION24" CURB &GUTTER (TYP.)24" CURB & GUTTER(SPILL CURB)DDDDDD1A-CB AREA: 0.58 AC
34'SEE LANDSCAPEARCHITECT PLANSFOR LANDSCAPEGENERAL NOTES:1.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE OFFICE OF STATE CONSTRUCTION, DEPARTMENT OF INSURANCE, NCDENR, AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL GUIDELINES. ALL UTILITYCONSTRUCTION SHALL COMPLY WITH APPLICABLE LOCAL JURISDICTIONAL STANDARDS AND SPECIFICATIONS.2.EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC INFORMATION PROVIDED BY STEWART , UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS PRIOR TO COMMENCEMENT OFANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, COORDINATING AND PAYMENT FOR ALL NECESSARY LOCATING SERVICES INCLUDING INDEPENDENT LOCATING SERVICES. THE CONTRACTOR SHALL PROVIDE NOTICE OF EXCAVATION TONOTIFICATION CENTER AND FACILITY OWNERS (PER NC STATUTE) NO LESS THAN 3 BUSINESS DAYS AND NO MORE THAN 12 WORKING DAYS PRIOR TO BEGINNING DEMOLITION, EXCAVATION OR ANY OTHER FORM OF CONSTRUCTION. THE CONTRACTORSHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS. NO EXCAVATION OR DEMOLITION SHALL BE STARTED WITHOUT ALL UTILITIES BEING LOCATED.4.ALL SUB-SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION BASED ON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION AND/OR ANY OTHER APPLICABLE RECORD DRAWINGSWHICH MAY BE AVAILABLE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS.5.EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED OR REPLACED TO ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT THE CONTRACTOR'SEXPENSE.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COORDINATING PERMITS, INSPECTIONS, CERTIFICATIONS AND OTHER REQUIREMENTS WHICH MUST BE MET UNDER THIS CONTRACT.7.THE CONTRACTOR SHALL MAINTAIN “AS-BUILT” DRAWINGS TO RECORD THE ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT, VALVE AND MANHOLE CHANGES, AND HARDSCAPE OR LANDSCAPE CHANGES. DRAWINGS SHALL BE PROVIDED TOTHE OWNER'S REPRESENTATIVE AT REGULAR INTERVALS, OR AS REQUESTED THROUGHOUT THE PROJECT FOR RECORD KEEPING.8.IF DEPARTURES FROM THE PROJECT DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THERE OF SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW. NODEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE.9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY EXISTING UTILITY LINES REQUIRED TO COMPLETE ANY PORTION OF CONSTRUCTION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE COORDINATION AND COSTS OFTHE RELOCATION AND ASSOCIATED WORK.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED BY THE CONTRACTOR. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.11.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.12.ROADWAYS (TEMPORARY OR PERMANENT) MUST BE CAPABLE OF SUPPORTING FIRE FIGHTING APPARATUS (85,000 LBS) DURING ALL PHASES OF CONSTRUCTION ONCE VERTICAL CONSTRUCTION HAS BEGUN.SITE NOTES:1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THE CONSTRUCTION LAYDOWN AREA,PERIMETER FENCE, AND ASSOCIATED GATES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE REMOVAL OF THECONSTRUCTION LAYDOWN AREA PERIMETER FENCE AND ASSOCIATED GATES AT THE COMPLETION OF THE PROJECT.2.THE CONTRACTOR SHALL REFERENCE THE DESIGN PLANS FOR DIMENSIONS, JOINT LOCATIONS, AND INLAY SPECIFICATIONS NEARBUILDINGS AND IN COURTYARDS. CONTRACTOR SHALL PROVIDE JOINTS IN WALKWAYS AND HARDSCAPE PER DETAILS OR AS INDICATEDON LANDSCAPE/HARDSCAPE PLAN SHEETS.ORTHE CONTRACTOR SHALL REFERENCE THE ARCHITECTURAL PLANS FOR DIMENSIONS, JOINTS AND INLAY SPECIFICATIONS NEAR THEBUILDING AND COURTYARD. THE CONTRACTOR SHALL PROVIDE JOINTS IN WALKWAYS EVERY TEN (10) FEET MAXIMUM, OR AS INDICATEDON ARCHITECTURAL PLANS SHEETS.3.ALL CONSTRUCTION TRAFFIC SHALL ENTER SITE FROM MAIN STREET UNLESS OTHERWISE APPROVED IN WRITING FROM THE OWNER'SREPRESENTATIVE FOR AN ALTERNATE POINT OF ACCESS.4.REFER TO ARCHITECTURAL PLANS FOR BUILDING INFORMATION.5.ALL DIMENSIONS ARE IN DECIMAL FEET TO OUTSIDE FACE OF BUILDINGS, TO CENTERLINES, AND/OR FACE OF CURB UNLESS OTHERWISENOTED.6.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATES AND REPORT ANY DISCREPANCIES TO THE OWNER'SREPRESENTATIVE PRIOR TO ANY CONSTRUCTION.7.ALL WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE FROM DRAWINGS.8.ALL UTILITIES WITH SURFACE ACCESS SHALL BE LOCATED WITHIN THE PAVING PATTERN AND SHALL BE COORDINATED WITH LANDSCAPEARCHITECT PRIOR TO CONSTRUCTION. REFER TO LAYOUT DRAWINGS.9.ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.10.ALIGN ALL JOINTS, CORNERS, AND EDGES AS SHOWN11.CONTRACTOR SHALL REFER TO AND COORDINATE WITH ARCHITECTURAL, STRUCTURAL, AND MEP DRAWINGS AT ALL TIMES PRIOR TOAND DURING CONSTRUCTION.12.ALL CURB TAPERS ARE SIX (6') FEET LONG UNLESS OTHERWISE SHOWN ON PLAN.13.WHERE NEW SIDEWALK ADJOINS EXISTING WALK, PROVIDE EXPANSION JOINT BY DRILLING INTO THE FACE OF THE EXISTING WALK FORPLACEMENT OF DOWELS. TIE NEW SIDEWALKS INTO NEAREST EXISTING PAVEMENT JOINT; MATCH WIDTH OF EXISTING WALKWAY.14.WHERE SIDEWALK OR WALKWAYS ARE ADJACENT TO PARKING SPACES THE WALKWAY SHALL BE A MINIMUM 6.5' WIDE AS MEASUREDFROM THE FACE OF CURB.15.MAXIMUM RUNNING SLOPE FOR WALKING SURFACES CANNOT BE GREATER THAN 1:20 AND CROSS SLOPES CANNOT BE GREATER THAN1:48. HANDICAP SPACES SURFACE SLOPES SHALL NOT EXCEED 1:48 IN ALL DIRECTIONS.16.SIGHT TRIANGLES - NOTHING OVER 30" HIGH SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLES.17.THE SITE SHALL BE FULLY STABILIZED (90% COVERAGE) PRIOR TO ISSUANCE OF A BUILDING CERTIFICATE OF OCCUPANCY OR PROJECTAPPROVAL18.HANDICAP RAMPS SHALL BE INSTALLED PER LATEST EDITION OF THE NC BUILDING CODE AND ANSI 117.11 WITH DETECTABLE WARNINGDOMES WITH A COLOR CONTRAST OF 70% MINIMUM. SEE DETAILS AND GRADING SPOT ELEVATIONS, IF THE EXISTING CONDITIONSPRECLUDE THE ABILITY TO PROVIDE A MAXIMUM SLOPE 1/12 FOR 6-FEET OR A MAXIMUM CROSS SLOPE OF 1:48 AND A 36” MINIMUMLANDING, THE CONTRACTOR SHALL NOTIFY ENGINEER OR OWNER REPRESENTATIVE PRIOR TO INSTALLATION.ORHANDICAP RAMPS SHALL BE INSTALLED PER THE PLANS AND SPECIFICATIONS AND THE NC BUILDING CODE. A MAXIMUM SLOPE OF 1/12FOR 6-FEETE AND A MAXIMUM CROSS SLOPE OF 1:48 SHALL BE PROVIDED. IF EXISTING CONDITIONS PRECLUDE THIS REQUIREMENT, THECONTRACTOR SHALL NOTIFY THE ENGINEER OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION19.THE TESTING AGENCY SHALL BE RESPONSIBLE FOR PROVIDING THE ASPHALT AND CONTRACTOR CERTIFICATION MEMO TO NCDOT FORALL ROADWAY IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY.w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBER513-4526-009/21/17CAMPBELL UNIVERSITYFOUNDATIONSTUDENT UNIONISSUE FORISSUE DATENO.REASONDATEPERMIT/BID SETB1234567ACDEFJohn T. Jenkins II, PERoy P. Lorenzen, PESTEWARTH/CSITE LEGENDPROPOSED BUILDINGPROPOSED CONCRETE PAVEMENTPROPOSED BRICK SIDEWALKPROPOSED HEAVY DUTY PAVEMENTPROPOSED NORMAL DUTY PAVEMENTPROPOSED CONCRETE PAVEMENTPROPOSED CURB & GUTTERPROPOSED STOP BARPROPOSED CROSSWALKPROPOSED 6' WIDE STANDARD CROSSWALKPROPOSED 10' WIDE HIGH VISIBILITY CROSSWALKPROPOSED SIGNPROPOSED ADA PARKING SPACEPROPOSED WHEEL STOPPROPOSED ADA APARTMENT UNITLIMITS OF DISTURBANCEC3.0.0SITE PLAN01530601"= 30'SCALE:NORTHSITE DATA:PROJECT NAME: CAMPBELL UNIVERSITY - STUDENT UNIONOWNER/APPLICANT: JIM ROBERTS CAMPBELL UNIVERSITY PO BOX 97 BUIES CREEK, NC 27506LOCATION:PIN#: 0670-74-7082.00PARCEL#: 110670-0264-01DEED BOOK AND PAGE: DB 561 PG 0090ZONING : O-I (OFFICE/INSTITUIONAL DISTRICT)MINIMUM LOT AREA:4.05 ACRESACTUAL LOT AREA:27.87 ACRESMINIMUM FRONTAGE:35 FT.MINIMUM REAR YARD:35 FT. LAND USE CLASSIFICATION: MUNICIPAL GROWTH AREATOWNSHIP: BUIES CREEKJURISDICTION: HARNETT COUNTYPROPOSED USE: NEW BUILDING AND PARKING LOTWATERSHED: CAPE FEAR RIVER BASINSITE IMPERVIOUS SURFACES:PROJECT AREA: 176,479 SFEXISTING IMPERVIOUS AREA: 67,414 SFPROPOSED IMPERVIOUS AREA: 119,158 SFCHANGE IN IMPERVIOUS AREA: + 51,744 SF*CURRENT CAMPUS AREA: 21,328,718 SF (489.64 AC.)*CURRENT CAMPUS IMPERVIOUS:3,080,225 SFNEW CAMPUS IMPERVIOUS:3,131,969 SFNEW CAMPUS IMPERVIOUS:14.68%MAXIMUM CAMPUS IMPERVIOUS 36.0% (PERMITTED)*PER CAMPBELL UNIVERSITY DEVELOPMENT PLAN 2015-13 OCT.FLOODPLAIN: NONEPARKING : EXISTING SPACES:65PROPOSED SPACES: 55EXISTING ADA SPACES: 2NEW ADA SPACES: 2TOTAL ADA SPACES: 2 (1 VAN ACCESSIBLE)TOTAL REQUIRED ADA SPACES: 1
w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBER513-4526-009/21/17CAMPBELL UNIVERSITYFOUNDATIONSTUDENT UNIONISSUE FORISSUE DATENO.REASONDATEPERMIT/BID SETB1234567ACDEFJohn T. Jenkins II, PERoy P. Lorenzen, PESTEWARTEROSION CONTROL NOTES:1.REFER TO C3.00 FOR GENERAL NOTES.2.ALL EROSION CONTROL MEASURES SHALL BE INSTALLED IN BEST LOCATION BASED ON FIELD CONDITIONS.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURESTHROUGHOUT THE DURATION OF CONSTRUCTION.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONSTRUCTION ENTRANCES AS NECESSARY TO PREVENT THETRACKING OF SEDIMENT OFF-SITE. THE OWNER IS RESPONSIBLE FOR MAINTENANCE OF ALL PERMANENT EROSION CONTROL METHODSAFTER CONSTRUCTION IS COMPLETE, IF ANY PERMANENT METHODS ARE REQUIRED.5.APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF DRAINAGE DESIGN(E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.).6.THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESCFACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR AND ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED.7.DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE LIMITS OF DISTURBANCE (L.O.D.) SHALL BE PERMITTED. THE L.O.D.SHALL BE MAINTAINED BY THE ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.8.THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SOAS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED.9.THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THECONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TOACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.).10.THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPERFUNCTIONING. WRITTEN RECORDS SHALL BE MAINTAINED BY THE CONTRACTOR THROUGHOUT THE DURATION OF THE PROJECT. COPIESOF THE WRITTEN INSPECTION REPORTS SHALL BE PROVIDED TO THE OWNER'S REPRESENTATIVE TWICE PER WEEK AND AFTER RAINS OFGREATER THAN 0.5". RAIN GAUGE REQUIRED ON SITE.11.ANY AREAS OF EXPOSED SOILS THAT WILL NOT BE DISTURBED FOR FOURTEEN DAYS SHALL BE IMMEDIATELY STABILIZED WITH THEAPPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.).12.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY EIGHT(48) HOURS FOLLOWING A STORM EVENT.13.AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINSAND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATERINTO THE DOWNSTREAM SYSTEM.14.STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FORTHE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREASARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.15.WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE A MINIMUM THICKNESS OF 2 TO 3 INCHES.16.INTERIM SLOPES MAY BE GRADED TO A MAXIMUM SLOPE OF 2:1 (HORIZONTAL: VERTICAL); CUT SLOPES SHALL BE LIMITED TO A MAXIMUMSLOPE OF 1.5:1.17.THE SURFACE OF AREAS SLOPES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL THAT ARE TO RECEIVE INTERIM FILL SHALL BE PLOWED,FURROWED, TILLED OR BROKEN UP PRIOR TO PLACING FILL SO THAT FILL MATERIAL WILL BOND WITH EXISTING . ” SURFACE. INTERIM FILLSHALL BE PLACED AS SPECIFIED FOR PERMANENT FILLS AND IN LIFTS NOT GREATER THAN 6".18.PROVIDE DUST CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO, WETTING DOWN TO CONTROL DUST ON SITE, IN ORDER TOPREVENT ANNOYANCE/AND OR DAMAGE TO ADJACENT SITES. CALCIUM CHLORIDE OR ANY OTHER CHEMICAL MATERIAL MAY NOT BE USEDON SUBGRADES OF AREAS TO BE SEEDED OR PLANTED.19.SEDIMENT LADEN RUNOFF FROM EXCAVATIONS SHALL NOT BE PUMPED DIRECTLY TO STORM DRAINAGE.20.INSPECTOR REFERS TO LOCAL JURISDICTIONAL (NCDENR OR LOCAL) LAND QUALITY INSPECTOR OR HIS REPRESENTATIVE. FIELDINSPECTIONS MAY REQUIRE ADDITIONAL SEDIMENTATION AND EROSION CONTROL MEASURES AS DEEMED NECESSARY BY THEINSPECTOR.21.CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE NORTHCAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES LAND QUALITY SECTION EROSION AND SEDIMENTCONTROL PLANNING LAND DESIGN MANUAL.22.NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF-INSPECTION PROGRAM: THE PERSON RESPONSIBLE FORLAND-DISTURBING ACTIVITIES IS REQUIRED TO INSPECT THE PROJECT AFTER EACH PHASE OF THE PROJECT AND CONTINUED UNTILPERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 4B.0131 TO MAKE SURE THAT THEAPPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. THE SELF-INSPECTION REPORT FORM IS AVAILABLE ASAN EXCEL SPREADSHEET FORM HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION_NEW.HTMLSEQUENCE OF CONSTRUCTION ACTIVITIES:1.OBTAIN GRADING PERMIT.2.DETERMINE AND MARK LIMITS OF DISTURBANCE.3.A PRECONSTRUCTION CONFERENCE MUST BE HELD 48 HOURS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. THEEROSION CONTROL INSPECTOR, ARCHITECT, ENGINEER, AND CONTRACTOR SHALL BE PRESENT TO SATISFY REQUIREMENTS.4.INSTALL CONSTRUCTION ENTRANCE, TREE PROTECTION FENCING, SILT FENCE, PERIMETER EROSION CONTROL DEVICES ANDALL REQUIRED BASINS AND TRAPS.5.SCHEDULE SITE INSPECTION.6.UPON APPROVAL TO PROCEED BY THE EROSION CONTROL INSPECTOR, HARVEST ANY TIMBER.7.CONSTRUCT REMAINING EROSION CONTROL MEASURES AS REQUIRED.8.REMOVE AND/OR STORE TOPSOIL.9.BEGIN GRADING OPERATIONS.10.CLEAN SEDIMENT BASINS/TRAPS WHEN ONE-HALF FULL.11.ALL STREETS SURROUNDING THE PROJECT SHALL BE KEPT CLEAN AT ALL TIMES.12.PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS THAT WILL BE IDLE 14 DAYS OR LONGER.13.PERMANENT SURFACE STABILIZATION SHALL BE INSTALLED FOR ALL AREAS WITHIN 14 DAYS AFTER FINAL GRADE HAS BEENREACHED. AS NECESSARY, FERTILIZE, WATER AND RESEED AS REQUIRED TO ESTABLISH AND MAINTAIN A VIGOROUS STAND OFGRASS.14.AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT FROM SEDIMENTTRAPPING MEASURES AND DISPOSE BY MEANS DEEMED ACCEPTABLE BY THE ENGINEER. SCHEDULE SITE INSPECTION. UPONAPPROVAL BY THE EROSION CONTROL INSPECTOR, REMOVE TEMPORARY EROSION CONTROL MEASURES, SMOOTH AREA ANDAPPLY APPROPRIATE STABILIZATION.15.STORMWATER PERMIT INSPECTION REPORTS SHALL BE PERFORMED BY THE CONTRACTOR UNTIL NOTIFIED OTHERWISE BY THEEROSION CONTROL INSPECTOR.NOTES:1.INSPECTOR REFERS TO LOCAL JURISDICTIONAL (NCDENR OR LOCAL) LAND QUALITY INSPECTOR OR HIS REPRESENTATIVE. FIELDINSPECTIONS MAY REQUIRE ADDITIONAL SEDIMENTATION AND EROSION CONTROL MEASURES AS DEEMED NECESSARY BY THEINSPECTOR.2.CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE STANDARDS SET FORTH INTHE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES LAND QUALITY SECTION EROSIONAND SEDIMENT CONTROL PLANNING LAND DESIGN MANUAL.3.NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF-INSPECTION PROGRAM: THE PERSONRESPONSIBLE FOR LAND-DISTURBING ACTIVITIES IS REQUIRED TO INSPECT THE PROJECT AFTER EACH PHASE OF THE PROJECTAND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC4B.0131 TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. THESELF-INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FORMHTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION_NEW.HTMLSEEDBED PREPARATION:1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONED, IF AVAILABLE.2.RIP THE ENTIRE AREA TO 6 INCHES DEPTH.3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.4.APPLY ALL AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW).5.CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM 4 TO 6 INCHES DEEP SEEDBED IS PREPARED.6.SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTERSEEDING.7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESENDING WITHIN THE PLANTING SEASON, IF POSSIBLE. IFSTAND SHOULD BE OVER 60% DAMAGED , REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.9.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESENDING WITHIN THE PLANTING SEASON, IF POSSIBLE. IFSTAND SHOULD BE OVER 50% DAMAGED , REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES ANDLANDSCAPING PLANS.10.SEE LANDSCAPING PLANS FOR PERMANENT SEEDING, MULCHING, AND FERTILIZING RATES. ALL AREAS NOT DESIGNATED TORECEIVE PLANTS SHALL BE SEEDED PER THE LANDSCAPING PLANS.TEMPORARY SEEDBED PREPARATION:1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.2.RIP THE ENTIRE AREA TO SIX INCHES DEEP.3.REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.4.APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE ADMIXTURE BELOW).5.CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP.6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IFSTAND SHOULD BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES.9.CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER ISESTABLISHED.ADMIXTURESAGRICULTURAL LIMESTONE: 2 TONS/ACREFERTILIZER: 1,000 LBS/ACRE - 10-10-10SUPERPHOSPHATE: 500 LBS/ACRE - 20% ANALYSISMULCH: 2 TONS/ACRE - SMALL GRAIN STRAWANCHOR: ASPHALT EMULSION AT 300 GALS/ACRESLOPES (3:1 to 2:1)DATE TYPE PLANTING RATESHOULDERS, SIDE DITCHES, SLOPES (Max 3:1)SEEDING SCHEDULEAUG 15 - NOV 1TALL FESCUE300 LBS/ACRENOV 1 - MAR 1TALL FESCUE300 LBS/ACRE& ABRUZZI RYE25 LBS/ACREMAR 1 - APR 15TALL FESCUE300 LBS/ACREAPR 15 - JUN 30HULLED COMMON BERMUDAGRASS25 LBS/ACREJUL 1 - AUG 15TALL FESCUE AND120 LBS/ACRE***BROWNTOP MILLET35 LBS/ACRE***OR SORGHUM-SUDAN HYBRIDS30 LBS/ACREMAR 1 - JUN 1***BROWNTOP MILLET 50 LBS/ACRE(MAR 1 - APR 15)ADD TALL FESCUE 120 LBS/ACRE (MAR 1 - JUN 30) OR ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACREJUN 1 - SEP 1***TALL FESCUE AND 120 LBS/ACRE ***BROWNTOP MILLET 35 LBS/ACRE ***OR SORGHUM-SUDAN HYBRIDS 30 LBS/ACRESEP 1 - MAR 1ANNUAL RYE70 LBS/ACRE AND TALL FESCUE 120 LBS/ACRE (NOV 1 - MAR 1) ADD ABRUZZI RYE25 LBS/ACRECONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONALINFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS.THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS;OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENTVEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFOREMOWING, OTHERWISE FESCUE MAY BE SHADED OUT.DATE TYPE PLANTING RATETOTAL AREA OF DISTURBANCE4.35 ACC4.0.0EROSION CONTROLNOTESMAINTENANCE NOTES:1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURESTHROUGHOUT THE DURATION OF CONSTRUCTION.2.CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE STANDARDS SET FORTH INTHE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES LAND QUALITY SECTION EROSIONAND SEDIMENT CONTROL PLANNING LAND DESIGN MANUAL.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONSTRUCTION ENTRANCES AS NECESSARY TO PREVENTTHE TRACKING OF SEDIMENT OFF-SITE. THE OWNER IS RESPONSIBLE FOR MAINTENANCE OF ALL PERMANENT EROSION CONTROLMETHODS AFTER CONSTRUCTION IS COMPLETE, IF ANY PERMANENT METHODS ARE REQUIRED.4.THE CONTRACTOR IS ALSO REQUIRED TO MET THE BELOW REQUIREMENTS FOR EACH EROSION CONTROL MEASURE, AS NOTEDIN THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY - EROSION CONTROL MANUAL. THESE REQUIREMENTS ARENOT LIMITED TO BUT INCLUDE:4.1.CONSTRUCTION ENTRANCE - MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVINGTHE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL EVENT,INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALLMATERIALS SPILLED, WASHED, OR TRACKED OFF THE CONSTRUCTION SITE OR ONTO PUBLIC ROADWAYS.4.2.SILT FENCE - INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST WEEEKLY AND AFTER EACH SIGNIFICANT (12 INCH ORGREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT, AND RESTORE THE TRAP TO ITS ORIGINALDIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THESEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA, AND REPLACE THE PART OF THE GRAVEL FACING THAT ISIMPAIRED BY SEDIMENT. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTHOF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANSETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAYMUST BE REPLACED IMMEDIATELY. AFTER ALL SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED,REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS, ANDSTABILIZE PROPERLY.4.3.SILT FENCE STONE OUTLET - INSPECT OUTLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (12 INCH OR GREATER)RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FORSUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACENO. 57 WASHED STONE AS NEEDED.4.4.DROP INLET PROTECTION - INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (12 INCH OR GREATER)RAINFALL AND MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUMEFOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALLMATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TOPROPER GRADE, THEN SMOOTH AND COMPACT IT. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.4.5.CONCRETE WASHOUT PIT -MAXIMUM WATER AND SEDIMENT DEPTH IS 12". PIT MUST BE EXCAVATED AND RE-LINED WHENDEPTH OF SEDIMENT REACHES 12" OR COMBINED WATER/SEDIMENT DEPTH EXCEEDS 12" FOLLOWING WASHOUT OFCONCRETE TRUCK. ALLOW WATER TO EVAPORATE COMPLETELY PRIOR TO EXCAVATING PIT. WASHOUT PIT MAY BE LOCATEDNO CLOSER THAN 50' TO DRAINS, INLETS, OR SURFACE WATERS. AT COMPLETION OF PROJECT, WASHOUT AREA TO BEBACKFILLED AND GRADED TO BE LEVEL WITH EXISTING GRADE.4.6.TEMPORARY BERM/DIVERSION DITCH DETAIL- INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETSAND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVED THE RIDGEAND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. MACHINE COMPACTIONOF ALL FILL IS REQUIRED. ALLOW AT LEAST 10% SETTLEMENT FOR THE TOTAL FILL HEIGHT. DIVERSIONS SUFFICIENT TODIRECT ALL SEDIMENT- LADEN STORMWATER SEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO INTO A CLEARINGAND GRUBBING OF THE AREA. DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGE DURING CONSTRUCTION OPERATIONS. DIVERSIONS SHALL BE SEEDED AND MULCHED IF THEY ARE REMAIN TO IN PLACED OVER 30 DAYS.CHECKDEVICE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS. REPAIR AS NECESSARY.4.7.INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (12 INCH OR GREATER) RAINFALLEVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINALDIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THESEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVELFACING. CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE MUST BE REPLACEDIMMEDIATELY. AFTER ALL THE SEDIMENT-PRODUCING ARES HAVE BEEN PERMANENTLY STABILIZED, REMOVE THESTRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND PROVIDEPERMANENT GROUND COVER.4.8.SEDIMENT STORAGE BASINS - INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (12INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT, AND RESTORE THE TRAP TO ITSORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THESEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA, AND REPLACE THE PART OF THE GRAVEL FACING THAT ISIMPAIRED BY SEDIMENT. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTHOF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILLANY SEDIMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAYMUST BE REMOVED IMMEDIATELY. AFTER ALL SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED,REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS, ANDSTABILIZE PROPERLY.STABILIZATION TABLEEROSION CONTROL CALCULATIONS
DWWWWWWWWWWWRDWGASGASGASGASGASUGE UGE UGE UGE ADMISSIONS BUILDINGRIM=190.33'IN(N)=185.08'IN(W)=187.63'OUT=184.98'5TREE3TREE4TREE4TREE8TREE3TREE4TREE4JV3TREE4TREE3TREE3TREE22MG34PT14TREEICV (3X3)38QP8IO3LT4QA4QA4QA5QA5QA4QA8" CREPEMYRTLES6"DIPRIM=194.02'INV=N/A(DEBRIS)8"CLAYRIM=193.93'IN=191.19'OUT=191.19'2" AMERICAN HOLLIES10"PVC 10"PVC2" AMERICAN HOLLIES12"RCP12"RCP12"RCP4"PVC12"RCPRIM=191.59'IN=189.99'OUT=189.99'15"RCP24"RCPRIM=189.39'IN=183.49'OUT=183.49'RIM=186.85'IN=183.55'OUT=183.55'24"RCP24"RCPRIM=187.90'IN(N)=183.94'IN(W)=184.20'OUT=183.94'15"RC
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20TREERIM=192.66'IN=189.66'OUT=189.56'2 STORYBRICK BUILDINGWITH BASEMENT3 STORYBRICK BUILDINGWITH BASEMENT3 STORYBRICK BUILDINGWITH BASEMENT24QA24"RCP6"PVCRIM=193.85'IN=190.55'OUT=190.45'RIM=189.00'OUT=187.85'6"PVC(X2)TOC=187.34'IN=183.90'OUT=183.84'RIM=193.29'IN(S)=191.59'IN(W)=191.23'OUT=191.23'RIM=192.57'OUT=191.12'EMERGENCYCALL BOXPLAQUEPLAQUEA/CUNITEMERGENCYPHONEA/CUNITSGATE5'CLF1 STORYBRICKBUILDINGBIKERACKA/CUNITBENCHVAULTVAULTL/A4QA3TREEL/ABIKE RACKRIM=191.51'IN(N)=188.71'IN(W)=188.71'IN(4")=190.76'OUT=188.61'8"
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X XCONCRETEWASHOUT PITLIMITS OFDISTURBANCEw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBER513-4526-009/21/17CAMPBELL UNIVERSITYFOUNDATIONSTUDENT UNIONISSUE FORISSUE DATENO.REASONDATEPERMIT/BID SETB1234567ACDEFJohn T. Jenkins II, PERoy P. Lorenzen, PESTEWARTC4.0.1EROSION CONTROLPHASE I01530601"= 30'SCALE:NORTHIPALL CONSTRUCTION SHALL BE INACCORDANCE WITH NORTH CAROLINAEROSION CONTROL SPECIFICATIONSEROSION CONTROL LEGENDSILT FENCETREE PROTECTIONDIVERSION DITCHLIMITS OF DISTURBANCEBLOCK & GRAVEL INLET PROTECTIONSILT FENCE OUTLETCHECK DAMTEMPORARY CONSTRUCTION ENTRANCECE
DWWWWWWWWWWWRDWGASGASGASGASGASUGE UGE UGE UGE ADMISSIONS BUILDINGL501B5SUBSURFACE DRAIN PIPE2 STORYBRICK BUILDINGWITH BASEMENT1 STORYBRICKBUILDINGGREASETRAPSFSFSFSFSFSFSFSFSFSFSFSFSFSFCESSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSCONSTRUCTIONENTRANCELIMITS OFDISTURBANCEXXXX
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CONCRETEWASHOUT PITLIMITS OFDISTURBANCEIPIPIPw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBER513-4526-009/21/17CAMPBELL UNIVERSITYFOUNDATIONSTUDENT UNIONISSUE FORISSUE DATENO.REASONDATEPERMIT/BID SETB1234567ACDEFJohn T. Jenkins II, PERoy P. Lorenzen, PESTEWARTIPALL CONSTRUCTION SHALL BE INACCORDANCE WITH NORTH CAROLINAEROSION CONTROL SPECIFICATIONSEROSION CONTROL LEGENDSILT FENCETREE PROTECTIONDIVERSION DITCHLIMITS OF DISTURBANCEBLOCK & GRAVEL INLET PROTECTIONSILT FENCE OUTLETCHECK DAMTEMPORARY CONSTRUCTION ENTRANCECE
Q:\2016\C16046 - Campbell Student Union\DWGS\1 - Design\Sheets\C16046-C4.00-Erosion Control.dwg Sep 21, 2017 - 1:07pm
C4.0.2EROSION CONTROLPHASE II01530601"= 30'SCALE:NORTH
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191LIMITS OFDISTURBANCEIPIPIPw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBER513-4526-009/21/17CAMPBELL UNIVERSITYFOUNDATIONSTUDENT UNIONISSUE FORISSUE DATENO.REASONDATEPERMIT/BID SETB1234567ACDEFJohn T. Jenkins II, PERoy P. Lorenzen, PESTEWART02040801"= 40'SCALE:NORTHIPALL CONSTRUCTION SHALL BE INACCORDANCE WITH NORTH CAROLINAEROSION CONTROL SPECIFICATIONSEROSION CONTROL LEGENDSILT FENCETREE PROTECTIONDIVERSION DITCHLIMITS OF DISTURBANCEBLOCK & GRAVEL INLET PROTECTIONSILT FENCE OUTLETCHECK DAMTEMPORARY CONSTRUCTION ENTRANCECE
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SSDVANPIV WWWWWWWWWWWWRDWGASGASGASGASGASUGE UGE UGE UGE ADMISSIONS BUILDING+FS 198.48'2%2%2%2%2%2%+FS 198.48'197'198'197'198'198'198'196'197'2%2%5.3%197'197'2%+FS 197.621%1.8%197'198'2%2% MAX.1%2%1%1%2%8.3%8.3%198'2%MAX.2%TW 198.63BW 197.13+TW 198.63+4.7% MAX.2%MAX.8.3% MAX2.2% MAX2% MAXFS (MAX.)196.70+8.3% MAXFFE 198.50'F
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Lorenzen, PESTEWARTDOWNSTREAM INVERTUPSTREAM INVERTFLOWTYPE CODE:AD = AREA DRAINFES = FLARED ENDSECTIONJB = JUNCTION BOXRI = RISERYI= YARD INLETCB= CATCH BASINCI= CURB INLETCO = CLEANOUTTD = TRENCH DRAINNOTES:1.STRUCTURES WITHIN NCDOT RIGHT-OF-WAY SHALL BE TO NCDOT STANDARDS.2.STRUCTURES NOT WITHIN RIGHT OF WAY SHALL EITHER ALL BE TO NCDOT STANDARDS ORSHALL ALL BE TO LOCAL JURISDICTIONAL STANDARDS.3.ALL STORM PIPES TO BE CLASS III RCP UNLESS OTHERWISE NOTED.UPSTREAM STRCUPSTREAMGRD.ELEV.DOWNSTREAMGRD. ELEV.DOWNSTREAMSTRCTYPE CODE:L-AD = AREA DRAINL-JB = JUNCTION BOXL-TD = TRENCH DRAINL-CO = CLEANOUTSTORM DRAINAGE NETWORKDGRADING LEGENDPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED STORM DRAINAGEPROPOSED CATCH BASINPROPOSED JUNCTION BOXPROPOSED AREA DRAINPROPOSED ELEVATIONTOP/BOTTOM OF CURBTOP/BOTTOM OF WALLRIPRAP DISSIPATORFLOW DIRECTIONLIMITS OF DISTURBANCE200200TC 44.50BC 44.00TW 46.00BW 44.0044.50GRADING & STORM DRAINAGE NOTES:1.REFER TO SHEET C3.00 FOR GENERAL NOTES.2.CONTRACTOR SHALL REPORT ANY GRADE DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNINGCONSTRUCTION OPERATIONS.3.THE MAXIMUM SLOPE ALONG ANY HANDICAP ACCESSIBLE PATHWAY SHALL NOT EXCEED 5.0% AND SHALL NOT EXCEED A 2.0%CROSS SLOPE. HANDICAP RAMPS INDICATED ON PLANS SHALL BE A MAXIMUM OF 1/12 SLOPES WITH A MAXIMUM RISE OF 30”BETWEEN LANDINGS. NON-CURB CUT RAMPS SHALL HAVE HANDRAILS AND GUARDS PER DETAILS WITH 5' LANDINGS AT THEBOTTOM AND TOP OF RAMP.4.ALL PROPOSED ELEVATIONS SHOWN ARE EDGE OF PAVEMENT ELEVATIONS UNLESS OTHERWISE SPECIFIED.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL NEWLY CONSTRUCTED STORM DRAINAGE IMPROVEMENTSAND RECEIVING STORM DRAINAGE SYSTEMS REMAIN CLEAN OF SEDIMENT AND DEBRIS. PRIOR TO OWNER ACCEPTANCE OFSYSTEM, THE CONTRACTOR SHALL COORDINATE AND PROVIDE A VISUAL OBSERVATION VIDEO OF ALL STORM DRAINAGEIMPROVEMENTS 12" AND LARGER. THE VISUAL OBSERVATION SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER'SREPRESENTATIVE. THE CONTRACTOR SHALL PROVIDE TWO (2) DVD COPIES OF THE ENTIRE DRAINAGE VISUAL OBSERVATION.6.PRIOR TO ISSUANCE OF A BUILDING CERTIFICATE OF OCCUPANCY THE CONTRACTOR SHALL PROVIDE THE OWNER WITH THEVIDEO INSPECTION OF THE STORM SEWER SYSTEM. (BOTH PUBLIC AND PRIVATE). THIS SUBMITTAL MAY NEED TO BE REVIEWEDAND ACCEPTED BY THE LOCAL JURISDICTION PRIOR TO THE ISSUANCE OF THE BUILDING CO.7.REFER TO THE EROSION CONTROL DETAILS SHEET FOR THE SEQUENCE OF CONSTRUCTION8.INTERIM GRADING SHALL BE PROVIDED THAT ENSURES THE PROTECTION OF STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS,AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, AND WASHOUT.9.INTERIM GRADING SHALL BE PROVIDED TO DIRECT WATER AWAY FROM BUILDINGS AND PREVENT PONDING.10.TIE ROOF LEADERS WHERE POSSIBLE TO UNDERGROUND STORM SYSTEM. CONTRACTOR TO FIELD VERIFY LOCATE AND INSTALLWHERE POSSIBLE OR AS SHOWN ON PLANS. WHERE ROOF LEADERS DAYLIGHT AT GRADE A SPLASH BLOCK APPROVED BY THEOWNER'S REPRESENTATIVE SHALL BE INSTALLED.11.MAXIMUM SLOPE ACROSS ANY HANDICAPPED PARKING SPACE AND AISLE SHALL NOT EXCEED 2% IN ANY DIRECTION.12.PROPOSED CONTOURS ARE APPROXIMATE. SPOT ELEVATIONS AND ROADWAY PROFILES SHALL BE USED IN CASE OFDISCREPANCY.13.PLACE BACKFILL AND FILL MATERIALS IN LAYER NOT MORE THAN 8 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BYHEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BYHAND-OPERATED TAMPERS. PLACE BACKFILL AND FILL MATERIALS EVENLY ON ALL SIDES TO REQUIRED ELEVATIONS, ANDUNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE. COMPACT SOIL TO NOT LESS THAN 95 PERCENT OF MAXIMUM DRYUNIT WEIGHT ACCORDING TO ASTM D 698 FOR EACH LAYER OF BACKFILL OR FILL MATERIAL UP TO TWO FEET OF FINISHEDGRADE. COMPACT SOIL TO NOT LESS THAN 98 PERCENT OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698 FOR EACHLAYER OF BACKFILL OR FILL MATERIAL FOR THE FINAL TWO FEET.14.SITE GRADING IMMEDIATELY ADJACENT TO FOUNDATION OF BUILDING SHALL SLOPE NOT LESS THAN 1/20 AWAY FOR MINIMUMDISTANCE OF 10 FEET. ALTERNATIVE METHOD SHALL BE PROVIDED TO DIVERT WATER AWAY FROM FOUNDATION VIA SWALESSLOPED AT A MINIMUM OF 2% OR IMPERVIOUS SURFACES SLOPED AWAY A MINIMUM OF 2% AWAY FROM BUILDING.15.CONTRACTOR SHALL ADJUST RIM ELEVATIONS OF EXISTING MANHOLES, METERS, VALVES, ETC. AS REQUIRED TO MEET NEWFINISHED GRADES.16.CONTRACTOR SHALL SLOPE GRADES TO ASSURE POSITIVE STROMWATER FLOW TO KEEP WATER FROM POOLING ALONG CURBSAND WALLS.17.TOP OF WALL ELEVATIONS INDICATE THE ELEVATION AT THE TOP OF THE CAP, UNLESS OTHERWISE NOTED.18.BOTTOM OF WALL ELEVATIONS INDICATE THE ELEVATION OF THE FINISHED GRADE.C5.0.0GRADING PLAN01530601"= 30'SCALE:NORTH01530601"= 30'SCALE:NORTH01530601"= 30'SCALE:NORTH
STRUCTURE TABLESTRUCTURE NAME:1-EXAD1A-AD2-AD3-AD4-AD5-AD6-AD6A-EXCB7-AD8-AD9-AD (DOGHOUSE)10-AD11-AD (ADS)11A-AD (ADS)11B-AD (ADS)11C-AD (ADS)13-CB13A-CB14-CB14A-CB15-CB16-CB17-CB18-CB19-EXADDETAILS:RIM = 190.48 INV IN = 183.31RIM = 188.50 INV IN = 183.92 INV IN = 183.92 INV OUT = 183.42RIM = 188.13 INV IN = 184.38 INV OUT = 184.18RIM = 192.80 INV IN = 186.25 INV OUT = 186.05RIM = 195.44 INV IN = 187.73 INV OUT = 187.53RIM = 194.50 INV IN = 188.63 INV OUT = 188.43RIM = 194.69 INV IN = 189.46 INV IN = 190.24 INV OUT = 189.27RIM = 196.17 INV OUT = 191.92RIM = 196.05 INV IN = 190.35 INV IN = 192.83 INV OUT = 190.15RIM = 195.68 INV IN = 190.88 INV OUT = 190.68RIM = 194.52 INV IN = 191.78 INV IN = 192.40 INV OUT = 191.58RIM = 194.58 INV IN = 192.24 INV OUT = 192.24RIM = 194.15 INV IN = 192.48 INV OUT = 192.48RIM = 194.24 INV IN = 192.92 INV OUT = 192.73RIM = 195.70 INV OUT = 194.16RIM = 195.43 INV IN = 193.78 INV OUT = 193.58RIM = 189.83 INV IN = 184.80 INV OUT = 184.30RIM = 189.80 INV IN = 185.27 INV OUT = 185.07RIM = 190.00 INV IN = 185.53 INV IN = 185.53 INV OUT = 185.33RIM = 190.40 INV OUT = 185.87RIM = 191.41 INV IN = 186.61 INV OUT = 186.41RIM = 191.12 INV IN = 187.37 INV OUT = 187.17RIM = 192.00 INV IN = 188.04 INV OUT = 187.84RIM = 193.44 INV IN = 188.97 INV OUT = 188.77RIM = 194.91 INV IN = 190.16 INV OUT = 189.41PIPES IN:1A-AD, 36" RCP INV IN =183.3113-SP, 30" RCP INV IN =183.922-SP, 30" RCP INV IN =183.923-SP, 24" RCP INV IN =184.384-SP, 24" RCP INV IN =186.255-SP, 24" RCP INV IN =187.736-SP, 24" RCP INV IN =188.637-SP, 24" RCP INV IN =189.466A-SP, 15" RCP INV IN =190.248-SP, 24" RCP INV IN =190.35TD2-SP, 6" INV IN =192.839-SP, 24" RCP INV IN =190.8810-SP, 15" RCP INV IN =191.788A-EXAD, 12" RCP INV IN =192.4011-SP, 8" INV IN =192.2411A-SP, 8" INV IN =192.4811C-SP, 6" INV IN =192.92Pipe 30 (10), 4" INV IN =193.7813A-SP*, 24" RCP INV IN =184.8014-SP, 24" RCP INV IN =185.2714A-SP, 24" RCP INV IN =185.5315-SP*, 24" RCP INV IN =185.5316-SP, 24" RCP INV IN =186.6117-SP*, 24" RCP INV IN =187.3718-SP*, 24" RCP INV IN =188.0419-SP*, 24" RCP INV IN =188.97X-SP, 15" RCP INV IN =190.16PIPES OUT1A-AD, 36" RCP INV OUT =183.422-SP, 30" RCP INV OUT =184.183-SP, 24" RCP INV OUT =186.054-SP, 24" RCP INV OUT =187.535-SP, 24" RCP INV OUT =188.436-SP, 24" RCP INV OUT =189.276A-SP, 15" RCP INV OUT =191.927-SP, 24" RCP INV OUT =190.158-SP, 24" RCP INV OUT =190.689-SP, 24" RCP INV OUT =191.5810-SP, 15" RCP INV OUT =192.2411-SP, 8" INV OUT =192.4811A-SP, 8" INV OUT =192.7311B-SP, 6" INV OUT =194.1611C-SP, 6" INV OUT =193.5813-SP, 30" RCP INV OUT =184.3013A-SP*, 24" RCP INV OUT =185.0714-SP, 24" RCP INV OUT =185.3314A-SP, 24" RCP INV OUT =185.8715-SP*, 24" RCP INV OUT =186.4116-SP, 24" RCP INV OUT =187.1717-SP*, 24" RCP INV OUT =187.8418-SP*, 24" RCP INV OUT =188.7719-SP*, 24" RCP INV OUT =189.41**PIPE TABLENAME1A-AD2-SP3-SP4-SP5-SP6-SP6A-SP7-SP8-SP8A-EXAD9-SP10-SP11-SP11A-SP11B-SP11C-SP13-SP13A-SP*14-SP14A-SP15-SP*16-SP17-SP*18-SP*19-SP*START STRUCTURE1A-AD2-AD3-AD4-AD5-AD6-AD6A-EXCB7-AD8-ADEXMH9-AD (DOGHOUSE)10-AD11-AD (ADS)11A-AD (ADS)11B-AD (ADS)11C-AD (ADS)13-CB13A-CB14-CB14A-CB15-CB16-CB17-CB18-CB19-EXADEND STRUCTURE1-EXAD1A-AD2-AD3-AD4-AD5-AD6-AD6-AD7-AD9-AD (DOGHOUSE)8-AD9-AD (DOGHOUSE)10-AD11-AD (ADS)TRENCH DRAIN 311A-AD (ADS)1A-AD13-CB13A-CB14-CB14-CB15-CB16-CB17-CB18-CBSTART INVERT183.42184.18186.05187.53188.43189.27191.92190.15190.68193.58191.58192.24192.48192.73194.16193.58184.30185.07185.33185.87186.41187.17187.84188.77189.41END INVERT183.31183.92184.38186.25187.73188.63190.24189.46190.35192.40190.88191.78192.24192.48193.97192.92183.92184.80185.27185.53185.53186.61187.37188.04188.97SIZE36"30"24"24"24"24"15"24"24"12"24"15"8"8"6"6"30"24"24"24"24"24"24"24"24"LENGTH22.44'43.28'166.72'127.82'69.89'63.64'85.11'65.61'33.03'46.82'69.70'45.79'47.63'50.89'19.43'66.42'38.40'54.87'12.91'34.08'88.79'53.42'47.12'72.88'44.03'SLOPE0.50%0.60%1.00%1.00%1.00%1.00%1.97%1.06%1.00%2.52%1.00%1.00%0.50%0.50%1.00%1.00%1.00%0.50%0.50%1.00%0.99%1.04%1.00%1.00%1.00%MATERIALRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCPRCP**WWWWWWGASGASGASGASGASUGE UGE UGE UGE ADMISSIONS BUILDING+FS 198.48'+FS 198.48'197'198'198'198'197'197'TW 198.63BW 197.13TW 198.634.7% MAX.F
F
=
1
9
6
.
4
8
'
F
F
=
1
9
9
.
5
6
'FF=196.46'FF=197.79'FF
=
1
8
9
.
3
5
'
F
F
=
1
9
9
.
6
9
'FF=199.66'2 STORYBRICK BUILDINGWITH BASEMENTGREASETRAPN49°55'16"W151.78'S84°32'23"E 420.34'C38S28°05'19"W67.08'S21°41'17"E 77.76'C39N24°26'51"W164.01'C40S17°33'09"E32.00'L16WWWWWWGASGASGASGASGASUGE UGE UGE UGE ADMISSIONS BUILDING+FS 198.48'+FS 198.48'197'198'198'198'197'197'TW 198.63BW 197.13TW 198.634.7% MAX.11A-AD (ADS)11-AD (ADS)10-AD9-AD (DOGHOUSE)7-AD6-AD5-AD4-AD3-AD2-AD14-CB14A-CB15-CB16-CB5-SP
4-SP3-SP2-SP1
3A
-SP
*14A-SP15-SP*
16-SP
17
-
S
P
*
1
1
A
-
SP11-SP10-SP9-SP11C-SP
7-S
P6A-SP6-SP
TD2-SP17-CBSSSSSSSSSSSSSSSSSSSDDSSSSSSSSSSSSSSSSSSSSSSSS D
DSSSSSSSSTRENCH DRAIN 211C-AD (ADS)1A-ADD6A-EXCB8-AD8-SP13-CB1
3
-SP13A-CBD
D1A-AD
1-EXAD19319419
5 196195194193192192
193191190189189190191192193 194195197 196
196197
197196198198
195195198197196199
198
197191190
189
18-SP*18-CB19-SP*19-EXAD1941
9
1 WRDRDRDRDRDRDCOCORDCOCOCOGASGASGAS11B-SP
11B-AD (ADS)DD
D
D
D
DD
1901901901911921
9
1
192191
1921901
9
5 195195195
1
9
7
194193195189195DD D189w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBER513-4526-009/21/17CAMPBELL UNIVERSITYFOUNDATIONSTUDENT UNIONISSUE FORISSUE DATENO.REASONDATEPERMIT/BID SETB1234567ACDEFJohn T. Jenkins II, PERoy P. Lorenzen, PESTEWARTDGRADING LEGENDPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED STORM DRAINAGEPROPOSED CATCH BASINPROPOSED JUNCTION BOXPROPOSED AREA DRAINPROPOSED ELEVATIONTOP/BOTTOM OF CURBTOP/BOTTOM OF WALLLIMITS OF DISTURBANCE200200TC 44.50BC 44.00TW 46.00BW 44.0044.50C5.0.1DRAINAGE NETWORK PLAN196.17*RCP CLASS IV TRAFFIC RATED PIPEPVCPVCPVCPVC01530601"= 30'SCALE:NORTH01530601"= 30'SCALE:NORTH01530601"= 30'SCALE:NORTHALL CROWNS OF ROOFDRAIN INVERTS INTOSTRUCTURE TO MATCHOUTLET CROWNSALL CROWNS OF ROOFDRAIN INVERTS INTOSTRUCTURE TO MATCHOUTLET CROWNSALL CROWNS OF ROOFDRAIN INVERTS INTOSTRUCTURE TO MATCHOUTLET CROWNSALL CROWNS OF ROOFDRAIN INVERTS INTOSTRUCTURE TO MATCHOUTLET CROWNSALL CROWNS OF ROOFDRAIN INVERTS INTOSTRUCTURE TO MATCHOUTLET CROWNS**EXISTING RCP PIPE INSTALLED DURING CAMPBELLUNIVERSITY ADMISSION BUILDING PROJECT
GAS
UGEGAS
UGE5-AD4-AD3-AD2-AD5-SP 4-SP3-SP2-SP6-SP
SSSSSSSSSSSSSS10+0010+50
SDSSSSSSSSSSSSSSSSSSSSSSSS1A-AD13-CB13-SP
D
SS
SS
SS
SS
SS1A-AD 1-EXAD190191192193
19419519719619619
7 10+0010+5011+0011+5012+0012+5013+0013+50
14+0014+50 RE 188.5RE 188.13RD RD
CORDCOCOGAS
D 1901
9
5
195195189FFE: 196.00D
D
D1751801851901952002052109+7510+0010+5011+0011+5012+0012+5013+0013+5014+009+7510+00187.4187.45
10+50189.0
188.98
11+00190.0
189.98
11+50191.1
191.12
12+00192.4
192.41
12+50193.4
193.38
13+00194.2
194.25
13+5014+00196.0
195.99 167 LF 24" RCP @ 1.00%43 LF 30" RCP @ 0.60%128 LF 24" RCP @ 1.00%70 LF 24" RCP @ 1.00%64 LF 24" RCP @ 1.00%2-AD
STA. ???
RIM ELEV = 188.13
INV IN 184.38
INV OUT 184.18
3-AD
STA. ???
RIM ELEV = 192.80
INV IN 186.25
INV OUT 186.05
4-AD
STA. ???
RIM ELEV = 195.44
INV IN 187.73
INV OUT 187.53
5-AD
STA. ???
RIM ELEV = 194.50
INV IN 188.63
INV OUT 188.43PROPOSED4" DIP SSEXISTINGGRADEPROPOSEDGRADE1A-ADSTA. ???RIM ELEV = 188.50INV IN 183.92INV IN 183.92INV OUT 183.42
PROPOSED4" DIP SSw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBER513-4526-009/21/17CAMPBELL UNIVERSITYFOUNDATIONSTUDENT UNIONISSUE FORISSUE DATENO.REASONDATEPERMIT/BID SETB1234567ACDEFJohn T. Jenkins II, PERoy P. Lorenzen, PESTEWARTDGRADING LEGENDPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED STORM DRAINAGEPROPOSED CATCH BASINPROPOSED JUNCTION BOXPROPOSED AREA DRAINPROPOSED ELEVATIONTOP/BOTTOM OF CURBTOP/BOTTOM OF WALLRIPRAP DISSIPATORFLOW DIRECTIONLIMITS OF DISTURBANCE200200TC 44.50BC 44.00TW 46.00BW 44.0044.50C5.1.0DRAINAGE NETWORK -WEST ROUTEPLAN & PROFILESTA 10+00 TO 14+0801530601"= 30'SCALE:NORTHMATCH LINE;SEE C5.1.1MATCH LINE; SEE C5.1.1 PLAN VIEW - STA 10+00 TO 14+0801530601"= 30'SCALE:PROFILE VIEW - STA 10+00 TO 14+08SEE C6.1.0 FOR SANITARYSEWER CONCRETE PIERSUPPORT INFORMATION
GASGASGASGASUGE UGE UGE
197'197'197'TW 198.63+FF
=
1
9
6
.
4
8
'
FF
=
1
9
9
.
5
6
'FF=196.46'F
F
=
1
8
9
.
3
5
'
FF
=
1
9
9
.
6
9
'FF=199.66'2 STORYBRICK BUILDINGWITH BASEMENTGREASETRAPGASGASGASGASUGE UGE UGE
197'197'197'TW 198.63+11A-AD (ADS)11-AD (ADS)10-AD9-AD (DOGHOUSE)7-AD6-AD5-AD5-SP
11A-SP11-SP10-SP9-SP11
C
-
S
P 7-SP6A-SP6-SP
TD2-SPSSSSSSSSSSSSSSSS14+
0
0
14+
1
3
DDSSSSSSSS TRENCH DRAIN 211C-AD (ADS)D 6A-EXCB8-AD8-SPD 196195195198197196
19-EXAD19-EXAD14+00 14+50
15+0015+5016+0016+5017+0017+5017+84195RDRDCO11
B
-
S
P11B-AD (ADS)DDD
D
DD 195 195 19719517518018519019520020521014+0014+5015+0015+5016+0016+5017+0017+5018+0018+2514+00196.0195.9914+50196.3196.26
15+0015+50195.8
195.77
16+00195.2
195.23
16+50194.6
194.59
17+00194.5
194.51
17+50194.4
194.40
18+0018+2564 LF 24" RCP @ 1.00%66 LF 24" RCP @ 1.06%70 LF 24" RCP @ 1.00%46 LF 15" RCP @ 1.00%51 LF 8" PVC @ 0.50%48 LF 8" PVC @ 0.50%5-ADSTA. ???RIM ELEV = 194.50INV IN 188.63INV OUT 188.436-ADSTA. ???RIM ELEV = 194.69INV IN 189.46INV IN 190.24INV OUT 189.27
7-AD
STA. ???
RIM ELEV = 196.05
INV IN 190.35
INV IN 192.83
INV OUT 190.15
9-AD (DOGHOUSE)
STA. ???
RIM ELEV = 194.52
INV IN 191.78
INV IN 192.40
INV OUT 191.58
10-AD
STA. ???
RIM ELEV = 194.58
INV IN 192.24
INV OUT 192.24
11-AD (ADS)
STA. ???
RIM ELEV = 194.15
INV IN 192.48
INV OUT 192.48
11A-AD (ADS)
STA. ???
RIM ELEV = 194.24
INV IN 192.92
INV OUT 192.73EXISTING10" DIP SSEXISTINGGRADE33 LF 24" RCP @ 1.00%PROPOSEDGRADE8-AD
STA. ???
RIM ELEV = 195.68
INV IN 190.88
INV OUT 190.68
MIN. 2'
CLEARANCE
w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBER513-4526-009/21/17CAMPBELL UNIVERSITYFOUNDATIONSTUDENT UNIONISSUE FORISSUE DATENO.REASONDATEPERMIT/BID SETB1234567ACDEFJohn T. Jenkins II, PERoy P. Lorenzen, PESTEWARTDGRADING LEGENDPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED STORM DRAINAGEPROPOSED CATCH BASINPROPOSED JUNCTION BOXPROPOSED AREA DRAINPROPOSED ELEVATIONTOP/BOTTOM OF CURBTOP/BOTTOM OF WALLRIPRAP DISSIPATORFLOW DIRECTIONLIMITS OF DISTURBANCE200200TC 44.50BC 44.00TW 46.00BW 44.0044.50C5.1.1DRAINAGE NETWORK -WEST ROUTEPLAN & PROFILESTA 14+08 TO 17+84MATCH LINE;SEE C5.1.0MATCH LINE; SEE C5.1.0
01530601"= 30'SCALE:NORTHPLAN VIEW - STA 14+08 TO 17+8401530601"= 30'SCALE:PROFILE VIEW - STA 14+08 TO 17+84
FF
=
1
8
9
.
3
5
'
F
F
=
1
9
9
.
6
9
'FF=199.66'TRAP14-CB14A-CB15-CB16-CB2-SP13A-SP*14A-SP15-SP
*
16-
S
P
17-SP*17-CB10+0010+5011+0011+5
0
12+
0
0
12+5013
+
0
0
13
+
5
0
14+
0
0
14+
1
3
D
D1A-AD13-CB13-SP13A-CBD
1A-AD1-EXAD192193194195196195194193192192
193 191190189189
191
190 189
18
-
S
P
*18-CB19-
S
P
*19-EXAD194191FFE 196.00FS 195.98FFE 196.00FS 195.98FFE 196.00FS 195.98FFE 196.00FS 195.981.5%TW 201.98BW 195.98TW 201.98BW 195.70RE 188.5RE 188.13WRDRDRDRDCOCOGASGASGASDD D
DDD190
190190191
19219119219
1
192194193
1951891891751801851901952002059+7510+0010+5011+0011+5012+0012+5013+0013+5014+009+7510+00187.4187.45
10+50188.1
188.10
11+00189.4
189.39
11+50189.7
189.69
12+00190.3
190.33
12+50191.2
191.21
13+00192.2
192.22
13+50193.2
193.21
14+00194.5
194.53 55 LF 24" RCP @ 0.50%89 LF 24" RCP @ 0.99%15-CB
STA. ???
RIM ELEV = 191.41
INV IN 186.61
INV OUT 186.4153 LF 24" RCP @ 1.04%16-CB
STA. ???
RIM ELEV = 191.12
INV IN 187.37
INV OUT 187.1747 LF 24" RCP @ 1.00%17-CB
STA. ???
RIM ELEV = 192.00
INV IN 188.04
INV OUT 187.84
14-CB
STA. ???
RIM ELEV = 190.00
INV IN 185.53
INV IN 185.53
INV OUT 185.33EXISTINGGRADEPROPOSEDGRADE13-CB
STA. ???
RIM ELEV = 189.83
INV IN 184.80
INV OUT 184.3038 LF 30" RCP @ 1.00%1A-ADSTA. ???RIM ELEV = 188.50INV IN 183.92INV IN 183.92INV OUT 183.42
6" PROPOSEDWATERLINESEXISTINGUNDERGROUNDELECTRICAL73 LF 24" RCP @ 1.00%18-CB
STA. ???
RIM ELEV = 193.44
INV IN 188.97
INV OUT 188.77
19-EXAD
STA. ???
RIM ELEV = 194.91
INV IN 190.16
INV OUT 189.4144 LF 24" RCP @ 1.00%13 LF 24" RCP @ 0.50%13A-CB
STA. ???
RIM ELEV = 189.80
INV IN 185.27
INV OUT 185.07
w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBER513-4526-009/21/17CAMPBELL UNIVERSITYFOUNDATIONSTUDENT UNIONISSUE FORISSUE DATENO.REASONDATEPERMIT/BID SETB1234567ACDEFJohn T. Jenkins II, PERoy P. Lorenzen, PESTEWARTDGRADING LEGENDPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUREXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED STORM DRAINAGEPROPOSED CATCH BASINPROPOSED JUNCTION BOXPROPOSED AREA DRAINPROPOSED ELEVATIONTOP/BOTTOM OF CURBTOP/BOTTOM OF WALLRIPRAP DISSIPATORFLOW DIRECTIONLIMITS OF DISTURBANCE200200TC 44.50BC 44.00TW 46.00BW 44.0044.50C5.1.2DRAINAGE NETWORK -EAST ROUTEPLAN & PROFILESTA 10+00 TO 14+1301530601"= 30'SCALE:NORTHPLAN VIEW - STA 10+00 TO 12+8801530601"= 30'SCALE:PROFILE VIEW - STA 10+00 TO 12+88
1941
9
1 WGASGASGASSSDVANPIV WWWWWWWWWWWWRDWGASGASGASGASGASUGE UGE UGE UGE ADMISSIONS BUILDINGTPED8"DIP6"DIPRIM=196.51'IN=190.43'OUT=190.36'15"RCP15"RCP
15"RCP1
5
"RCPTOC=197.25'IN=193.75'OUT=193.75'TOC=196.37'IN=193.42'OUT=193.37'TOC=195.61'IN=192.81'OUT=192.51'TOC=196.26'IN=190.06'OUT=198.31'8"PVC18"RCPTOC=191.01'IN=185.01'OUT=184.91'15"RCP15"RCP15"RCP15"RCPIN(S)=191.57'IN(E)=192.72'OUT=191.42'RIM=196.51'IN(S)=192.21'IN(E)=193.61'OUT=191.96'6"HDPE8"HDPERIM=196.16'IN(N)=193.46'IN(E)=193.46'OUT=193.31'6"HDPERIM=197.16'IN=194.66'OUT=194.31'15"RCP 15"RCP15"RCPTOC=195.75'IN(N)=192.10'IN(E)=192.05'OUT=191.90'TOC=1985.80'OUT=192.55'TOC=196.91'OUT=193.61'15"RCP
TOC=191.93'OUT=188.48'TOC=192.16'IN=188.36'OUT=187.66'18"RCP12"RCP36"RCP36"RCPTOC=189.14'IN=182.19'OUT=182.04'TOC=189.11'IN(N)=184.21'IN(W)=184.21'OUT=183.11'15"R
C
PRIM=194.96'IN=190.16'OUT=190.01'1
8
"RC
P
18"RCP
TOC=188.62'IN=183.67'OUT=183.57'TOC=188.82'IN=185.92'OUT=185.07'10"PVC10"PVC10"PVC10"CLAY10"CLAYRIM=198.99'IN=191.49'OUT=191.34'RIM=188.43'IN=180.33'OUT=180.33'RIM=188.83'IN=181.05'OUT=181.05'RIM=192.75'OUT=184.30'RIM=190.71'IN(N)=186.31'OUT=184.76'RIM=193.49'IN=184.45'OUT=184.39'2 STORYBRICK BUILDINGWITH BASEMENTRIM=198.25'IN=194.35'OUT=194.05'FOWP12"DIPRIM=196.25'IN=193.00'OUT=192.75'15"RCP6"PVC1 STORYBRICKBUILDINGTOC=189.66'IN(N)=184.86'IN(E)=185.26'OUT=184.81'TOC=190.41'IN=183.61'OUT=183.56'RIM=195.97'IN=193.72'OUT=193.22'4"DIP8"
C
L
A
Y RIM=195.13'IN(N)=190.43'IN(NE)=191.58'IN(SE)=191.13'OUT=190.38'6"PVC6"PVCRIM=195.13'OUT=193.58'GREASETRAPWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSD02-SSMHRIM ELEV = 191.53INV IN = 188.85INV IN = 187.86INV OUT = 186.97SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS07-SSMH (DOGHOUSE)RIM ELEV = 194.43INV IN = 190.18INV OUT = 188.5306-SSMHRIM ELEV = 194.50INV IN = 188.33INV OUT = 188.1305-SSMHRIM ELEV = 195.50INV IN = 187.60INV OUT = 187.4004-SSMHRIM ELEV = 196.25INV IN = 186.79INV OUT = 186.5903-SSMHRIM ELEV = 195.50INV IN = 186.16INV OUT = 185.96SSSSSSSS18 LF 4" DIP @ 2.01%SSSSSSSSSSSSSSSS1931
9
6 197
19
8
1
9
5196195194193192191
190190
191
1921921931941921
9
1
19119019219019
5
196
197
195195
1901
9
5 19518919132 LF 4" DIP @ 2.01%127 LF 4" DIP @ 2.84%20 LF 4" DIP
@ 2.00%19001-EXSSMHRIM ELEV = 191.45INV IN = 186.314' CHECK VALVEMANHOLEREMOTE FIREDEPARTMENTCONNECTIONPROPOSED FIREHYDRANTBACKFLOWPREVENTORS TO BEINSTALLED IN BUILDING4" PVC SANITARY SEWERTO BE INSTALLED OVERFOOTING; CONTRACTOR TOCOORDINATE WITHSTRUCTURAL DRAWINGS4" PVC SANITARY SEWER; SEEPLUMBING DRAWINGS FORINVERT INFORMATION12"X6" TAPPINGSLEEVE & VALVEPROPOSEDDOGHOUSESS MANHOLE4" DOMESTIC WATER LINEPROPOSED 4000 GALLONGREASE INTERCEPTORPROPOSED 4" PVCSANITARY SEWERAT 2% MIN. SLOPE4" WATER METERPROPOSEDSANITARY SEWERCONTRACTOR TO CONFIRMWESTERN EDGE OF EX.BRITT HALL GREASE TRAPTO VERIFY NO CONFLICTSPROPOSED STORMDRAINAGE NETWORK6" FIRE LINE6" FDC LINEPROPOSED GAS METER;CONTRACTOR TO CORRDINATE WITHPIEDMONT GAS FOR GAS LINE ROUTEPROPOSED GAS METER;CONTRACTOR TO CORRDINATE WITHPIEDMONT GAS FOR GAS LINE ROUTESEE PLUMBING SHEETSFOR INVERT INFORMATIONSEE PLUMBING SHEETSFOR INVERT INFORMATIONPROPOSED STORMNETWORKPROPOSED STORMNETWORKSEE PLUMBING SHEETSFOR INVERT INFORMATION5'5'
5' SITE CONTRACTOR TOINSTALL UP TO 5' OUTSIDEOF BUILDING FORPLUMBING CONTRACTOR SITE CONTRACTOR TOINSTALL UP TO 5' OUTSIDEOF BUILDING FORPLUMBING CONTRACTORw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBER513-4526-009/21/17CAMPBELL UNIVERSITYFOUNDATIONSTUDENT UNIONISSUE FORISSUE DATENO.REASONDATEPERMIT/BID SETB1234567ACDEFJohn T. Jenkins II, PERoy P. Lorenzen, PESTEWARTUTILITY LEGENDEXISTING WATER LINEPROPOSED WATER LINEEXISTING SANITARY SEWER LINEPROPOSED SANITARY SEWER LINEPROPOSED FIRE HYDRANTPROPOSED WATER VALVEEXISTING SANITARY SEWER MANHOLEPROPOSED SANITARY SEWER MANHOLEPROPOSED CLEANOUTPROPOSED FDCPROPOSED POST INDICATOR VALVE (PIV)GREASE INTERCEPTORLIMITS OF DISTURBANCEFDCCOHYD
PIVSWSSWATER NOTES:1.AS INDICATED, ALL WATERLINES SHALL BE DUCTILE IRON PIPE MEETING THE REQUIREMENTS OF ANSI-AWWA C151 PRESSURE CLASS350 OR SOFT COPPER TYPE K PIPE PER ASTM B88. IF PVC WATERLINE IS INDICATED ON THE PLANS IT SHALL MEET THE REQUIREMENTSOF AWWA C-900; CLASS 200.2.ALL WATERLINES SHALL HAVE A MINIMUM OF 3.5 FEET OF COVER.3.TESTING NOTES:PRESSURE:LEAKAGE SHALL NOT EXCEED THE MAXIMUM ALLOWABLE LEAKAGE SPECIFIED IN AWWA C 600. MINIMUM TEST PRESSURE SHALL BE150 PSI FOR DOMESTIC AND 200 PSI FOR FIRE PROTECTION.BACTERIOLOGICAL:TWO SAMPLES FOR BACTERIOLOGICAL SAMPLING SHALL BE COLLECTED AT LEAST 24 HOURS APART. IF CONTAMINATION ISINDICATED, THEN THE DISINFECTION PROCEDURE AND TESTING SHALL BE REPEATED UNTIL SATISFACTORY RESULTS AREOBTAINED.4.THE CHLORINE IN HEAVILY CHLORINATED WATER FLUSHED FROM MAINS NEEDS TO BE NEUTRALIZED BEFORE DISCHARGE.CONTRACTORS SHALL NEUTRALIZE HEAVILY CHLORINATED WATER FLUSHED FROM MAINS PRIOR TO DISCHARGE OR TRANSPORT ALLHEAVILY CHLORINATED WATER OFFSITE FOR PROPER DISPOSAL.5.PAINT VALVE COVERS, FIRE HYDRANTS AND OTHER WATER APPARATUS TO MEET THE LOCAL JURISDICTIONAL REQUIREMENTS.SEWER NOTES:1.SANITARY SEWER CLEANOUTS LOCATED IN PAVEMENT AREAS SHALL BE HEAVY DUTY TRAFFIC BEARING CASTINGS.2.UNLESS OTHERWISE NOTED, ALL SANITARY SEWER MANHOLES ARE 4' DIA.3.MANHOLES LOCATED IN PAVEMENT, CONCRETE OR OTHER TRAFFIC AREAS SHALL BE SET AT GRADE. MANHOLES LOCATEDIN OTHER AREAS (I.E. GRASS OR WOODED AREAS) SHALL HAVE THEIR RIMS RAISED SIX INCHES ABOVE THE SURROUNDINGGRADE. MANHOLES SUBJECT TO POSSIBLE WATER INFILTRATION SHALL HAVE WATERTIGHT, BOLTED LIDS.4.MINIMUM REQUIRED SLOPES FOR SEWER SERVICES, EXCEPT WHERE NOTED:4" SEWER SERVICE - 2.00% SLOPE6" SEWER SERVICE - 1.00% SLOPE8" SEWER SERVICE - 0.50% SLOPE5.UNLESS OTHERWISE NOTED, LOCATE SANITARY SERVICE CLEANOUTS AT ALL HORIZONTAL OR VERTICAL CHANGES INDIRECTION. MAXIMUM SPACING BETWEEN CLEANOUTS SHALL BE 75 FEET.6.SEWER LINES LESS THAN 3 FEET OF COVER SHALL BE CLASS 50 DUCTILE IRON PIPE. SEWER LINES WITH GREATER THAN 3FEET OF COVER SHALL BE AS NOTED BELOW:4" SEWER SERVICE - SCH 806" SEWER SERVICE - SCH 808" SEWER SERVICE - SDR-357.SEWER LINES UNDER CONSTRUCTION SHALL BE PROTECTED FROM DIRT, DEBRIS OR OTHER CONTAMINANTS ENTERINGTHE NEW SYSTEM. A MECHANICAL PLUG SHALL BE UTILIZED BOTH IMMEDIATELY UPSTREAM OF THE NEW CONSTRUCTIONAND AT THE FIRST MANHOLE DOWNSTREAM IN THE EXISTING SYSTEM. EXISTING STRUCTURES, PIPING ANDAPPURTENANCES SHALL BE PROTECTED FROM ANY INFLOW OF WATER, DIRT OR DEBRIS DUE TO NEW CONSTRUCTIONCONNECTING TO OR IN THE VICINITY OF THE EXISTING SYSTEM. CONTRACTOR TO REMOVE DEBRIS AND PLUG PRIOR TOOCCUPANCY.8.ALL MANHOLES COVERS SHALL BE PAINTED TO LOCAL JURISDICTIONAL REQUIREMENTS.UTILITY NOTES:1.REFER TO SHEET C3.00 FOR GENERAL NOTES.2.UNLESS OTHERWISE NOTED, ALL MANHOLES SHALL BE PRE-CAST CONCRETE STRUCTURES.3.THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF UNDERGROUND UTILITIES (WATER, SEWER, STORM, ELECTRICAL, GAS, OROTHER) FOR THIS PROJECT WITH THE BUILDING PLANS. THE UTILITY CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE INSTALLATION OFALL UTILITY SERVICES TO WITHIN FIVE (5) FEET OF THE BUILDING CONNECTION POINT.4.THE CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTORS ON SITE AND UTILITY PROVIDERS DURING CONSTRUCTION TO ENSURESMOOTH TRANSITION BETWEEN DISCIPLINES.5.THE CONTRACTOR SHALL COORDINATE ALL PEDESTRIAN AND VEHICULAR INTERRUPTIONS WITH OWNER'S REPRESENTATIVE AT LEAST 72HOURS PRIOR TO BEGINNING WORK.6.THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK INSIDE THE PUBLIC RIGHT OF WAY PRIOR TO RECEIPT AND COMPLIANCE WITH ALLAPPLICABLE NCDOT PERMITS. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY FLAGGERS ANDTRAFFIC CONTROL DURING ALL WORK INSIDE THE PUBLIC RIGHTS OF WAY.7.THE CONTRACTOR SHALL NOT RE-USE ANY FIRE HYDRANT REMOVED AS PART OF THIS PROJECT. ANY FIRE HYDRANT SHOWN TO BE REMOVEDOR RELOCATED SHALL BE REPLACED WITH A NEW FIRE HYDRANT MEETING THE LOCAL JURISDICTIONAL REQUIREMENTS AND STANDARDS.8.ALL EXISTING SUB-SURFACE UTILITIES IDENTIFIED ON THE CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATION BASEDON SURVEY INFORMATION GATHERED FROM FIELD INSPECTION AND/OR ANY OTHER APPLICABLE RECORD DRAWINGS WHICH MAY BEAVAILABLE. DEPTHS OF EXISTING UTILITIES SHOWN IN PROFILE VIEWS ARE BASED ON STANDARD ASSUMPTIONS. THE CONTRACTOR SHALLFIELD VERIFY THE EXACT LOCATION, DEPTH, SIZE AND MATERIAL OF ANY AND ALL SUB-SURFACE CONDITIONS REFERENCED IN THESE PLANSPRIOR TO ANY EXCAVATION OR CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OFANY DISCREPANCIES OR CONFLICTS.9.ELEVATIONS OF UTILITIES ARE GIVEN TO THE EXTENT OF INFORMATION AVAILABLE, WHERE ELEVATIONS ARE NOT GIVEN AT POINTS OFEXISTING UTILITY CROSSINGS, SUCH ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND REPORTED TO THE ENGINEER, WHENUNKNOWN LINES ARE EXPOSED, THEIR LOCATIONS AND ELEVATIONS SHALL ALSO BE REPORTED TO THE ENGINEER.10.UNDERGROUND UTILITIES SHOWN ON THIS PLAN SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION OF PARKING AREA, DRIVES, CURB ANDGUTTER OR CONCRETE WALKS / PADS. IF UTILITIES SHOWN ON THIS PLAN CANNOT BE INSTALLED PRIOR TO INSTALLATION OF IMPERVIOUS(ASPHALT / CONCRETE) CONDUIT SHALL BE INSTALLED FOR THE “FUTURE” UTILITY INSTALLATION.11.AS-BUILT DOCUMENTATION REQUIREMENTS: PRIOR TO APPROVAL FROM LOCAL JURISDICTION OR ENGINEER THE CONTRACTOR SHALLPROVIDE AS-BUILT DRAWINGS (IN BOTH PAPER AND ELECTRONIC FORMAT (CAD / PDF) PREPARED AND SEALED BY A PROFESSIONAL LANDSURVEYOR SHOWING ALL UTILITY INSTALLATION. HORIZONTAL AND VERTICAL INFORMATION SHALL BE PROVIDED FOR WATER, SEWER, STORMINCLUDING ALL STRUCTURES, VALVES, HYDRANTS, AND OTHER APPURTENANCES.PROPOSED UTILITY SEPARATION:1.WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS ORBARRIERS PREVENT A 10-FOOT HORIZONTAL SEPARATION IN WHICH CASE;a.THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVETHE TOP OF THE SEWER; ORb.THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE OF A BENCH OFUNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP TO THESEWER.2.CROSSING A WATER MAIN OVER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER MAINSHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER,UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION, IN WHICH CASE BOTH THE WATER MAIN AND SEWERSHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF10 FEET ON EACH SIDE OF THE POINT OF CROSSING.3.CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE WATERMAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR ADISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OFCROSSING.SEPARATION OF SANITARY SEWERS AND STORM SEWERS:1.A 24" VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY SEWER LINES OR BOTH THE SANITARY AND THESTORM LINES SHALL BE CONSTRUCTED OF FERROUS MATERIALS.C6.0.0UTILITY PLAN01530601"= 30'SCALE:NORTH
FFE 196.00FS 195.98FG 195.98FS 195.98FS 195.98FS 195.98FFE 196.00FS 195.98196FFE 196.00FS 195.981.5%MIN.1.5%MIN.1.5%MIN.195.86195.86195.89195.87195.89UPRDCOCORDCOGAS15"RCPTOC=191.93'OUT=188.48'TOC=192.16'IN=188.36'OUT=187.66'18"RCP10"PVC10"CLAYRIM=192.75'OUT=184.30'RIM=190.71'IN(N)=186.31'OUT=184.76'RIM=193.49'IN=184.45'OUT=184.39'193193192191192193194196191
18
9192 195.5'194.7'196.78'4"DIPSSSSSSSSSSSSSSSSSSSSSSSSS02-SSMHRIM ELEV = 191.53INV IN = 188.85INV IN = 187.86INV OUT = 186.97SSSS18 LF 4" DIP @ 2.01%195194193 192191190195
190195 19532 LF 4" DIP @ 2.01%127 LF 4" DIP @ 2.84%20 LF 4" DIP@ 2.00%01-EXSSMHRIM ELEV = 191.45INV IN = 186.3110+0010+5011+0011+461801851901951801851901959+7510+0010+5010+589+7510+00191.2
191.20
10+50190.5
190.4510+5832 LF 4" DIP @ 2.01%20 LF 4" DIP @ 2.00%02-SSMH
STA. ???
RIM ELEV = 191.53
INV IN 188.85
INV IN 187.86
INV OUT 186.97
PROPOSED GRADEEXISTING GRADE1801851901951801851901959+7510+0010+5011+0011+5011+759+7510+00191.1191.1510+50192.2192.2011+00193.2193.1911+5011+75127 LF 4" DIP @ 2.84%18 LF 4" DIP @ 2.01%02-SSMHSTA. ???RIM ELEV = 191.53INV IN 188.85INV IN 187.86INV OUT 186.97PROPOSED GRADEEXISTING GRADEFFE 196.00FS 195.98FG 195.98FS 195.98FS 195.98FS 195.98FFE 196.00FS 195.98196
FFE 196.00FS 195.981.5%
MIN.
1.5%MIN.
1.5
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MI
N
.195.86195.86195.89195.87195.89UPRDCOCORDCOGAS15"RCP
TOC=191.93'OUT=188.48'TOC=192.16'IN=188.36'OUT=187.66'18"RCP10"PVC10"CLAYRIM=192.75'OUT=184.30'RIM=190.71'IN(N)=186.31'OUT=184.76'RIM=193.49'IN=184.45'OUT=184.39'1931931921
9
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19118
9
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9
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'4"DIPSSSSSSSSSSSSSSSSSSSSSSSSS02-SSMHRIM ELEV = 191.53INV IN = 188.85INV IN = 187.86INV OUT = 186.97SSSS18 LF 4" DIP @ 2.01%195194193
192191190195
1901
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5 19532 LF 4" DIP @ 2.01%127 LF 4" DIP @ 2.84%20 LF 4" DIP
@ 2.00%01-EXSSMHRIM ELEV = 191.45INV IN = 186.3110+0010+5010+58
w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBER513-4526-009/21/17CAMPBELL UNIVERSITYFOUNDATIONSTUDENT UNIONISSUE FORISSUE DATENO.REASONDATEPERMIT/BID SETB1234567ACDEFJohn T. Jenkins II, PERoy P. Lorenzen, PESTEWARTUTILITY LEGENDEXISTING WATER LINEPROPOSED WATER LINEEXISTING SANITARY SEWER LINEPROPOSED SANITARY SEWER LINEPROPOSED FIRE HYDRANTPROPOSED WATER VALVEEXISTING SANITARY SEWER MANHOLEPROPOSED SANITARY SEWER MANHOLEPROPOSED CLEANOUTPROPOSED FDCPROPOSED POST INDICATOR VALVE (PIV)GREASE INTERCEPTORLIMITS OF DISTURBANCEFDCCOHYDPIVSWSS12" TH. CONCRETE PIERS INSTALLED UP TOSEWER SPRING LINE; 12" SEPARATION FROMPIER TO OUTSIDE OF PIPE ON EACH SIDE12" TH. CONCRETE PIERS INSTALLED UP TOSEWER SPRING LINE; 12" SEPARATION FROMPIER TO OUTSIDE OF PIPE ON EACH SIDEPROPOSEDSTORM 24" RCPPROPOSEDSTORM 24" RCPC6.1.0UTILITY PLAN -SANITARY SEWERSERVICE LINEPLAN AND PROFILE01530601"= 30'SCALE:NORTHNOTES:1.BACKFILL IN BETWEEN SANITARY SEWER AND STORM PIPING WITH SAND.2.CONCRETE PIER CONCRETE TO BE 4,000 PSIPROFILE VIEW:SCALE: HOR. 1"=30' , VERT. 1"=3'PROFILE VIEW:SCALE: HOR. 1"=30' , VERT. 1"=3'PLAN VIEW:SCALE: 1"=30'PLAN VIEW:SCALE: 1" = 30'NOTES:1.BACKFILL IN BETWEEN SANITARY SEWER AND STORM PIPING WITH SAND.2.CONCRETE PIER CONCRETE TO BE 4,000 PSI
PLAN1NTSPLAN2= 1'-0"38"PLAN3NTSPLAN4NTSPAVEMENT MARKING DETAILPLAN5NTSPRECAST CONCRETE WHEEL STOPw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBER513-4526-009/21/17CAMPBELL UNIVERSITYFOUNDATIONSTUDENT UNIONISSUE FORISSUE DATENO.REASONDATEPERMIT/BID SETB1234567ACDEFJohn T. Jenkins II, PERoy P. Lorenzen, PESTEWART24" & 30" CURB AND GUTTER DETAILACCESSIBLE PARKING/SIGNAGE DETAIL6' SIDEWALK
FLUSHCURB5'5'6'MAX6'MAX18'ASPHALT PAVEMENT DETAILSINTERMEDIATE COURSE (IF APPLICABLE)COMPACTED ABCPREPARED SUBGRADESURFACE COURSEFRONT VIEWTYPICAL CURB & GUTTER SECTIONTYPICAL CURB & SPILL GUTTER SECTIONELEVATIONPLAN1'6'4'#5 REBAR - 18" MIN. LENGTH2 #4X5'9"9"1'#5 REBAR - 18" MIN. LENGTH (TYPICAL)WHEEL STOP PLACEMENTC9.0.0SITE DETAILS
PLAN1NTSPLAN2NTSPLAN3NTSPLAN4NTSSILT FENCE STONE OUTLET DETAILPLAN5NTSBAFFLE DETAILPLAN6NTSSKIMMER SEDIMENT BASIN DETAILPLAN7NTSBAFFLE SPACING DETAILPLAN8NTSPLAN9NTSCONCRETE WASHOUT PIT DETAILPLAN10NTSDIVERSION DITCH DETAILPLAN11NTSCHECK DAM DETAILPLAN12NTSSLOPE DRAIN DETAILw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBER513-4526-009/21/17CAMPBELL UNIVERSITYFOUNDATIONSTUDENT UNIONISSUE FORISSUE DATENO.REASONDATEPERMIT/BID SETB1234567ACDEFJohn T. Jenkins II, PERoy P. Lorenzen, PESTEWARTCONSTRUCTION ENTRANCEHARDWARE CLOTH & GRAVEL INLET PROTECTIONTEMPORARY SILT FENCE DETAILSEDIMENT SKIMMER DETAILC9.1.0EROSION CONTROLDETAILS21SILT FENCESILT FENCETOP VIEW32" MIN. WIDTH····3
:
1
3
:
1
3:16" PVCWEIRTOP OF DAMNOTES1.INSTALL CONCRETE WASHOUT PIT AT LOCATION SHOWN ON PLANS.2.LINE PIT WITH IMPERVIOUS FABRIC OR POLYETHYLENE SHEET. ANCHOR FABRIC INTO GROUNDOUTSIDE PIT AS SHOWN.3.MAXIMUM WATER AND SEDIMENT DEPTH IS 12". PIT MUST BE EXCAVATED AND RE-LINED WHENDEPTH OF SEDIMENT REACHES 12" OR COMBINED WATER/SEDIMENT DEPTH EXCEEDS 12" FOLLOWINGWASHOUT OF CONCRETE TRUCK.4.ALLOW WATER TO EVAPORATE COMPLETELY PRIOR TO EXCAVATING PIT.5.WASHOUT PIT MAY BE LOCATED NO CLOSER THAN 50' TO DRAINS, INLETS, OR SURFACE WATERS.6.AT COMPLETION OF PROJECT, WASHOUT AREA TO BE BACKFILLED AND GRADED TO BE LEVEL WITHEXISTING GRADE.NOTES:1.HEIGHT & WIDTH DETERMINED BY EXISTING TOPOGRAPHYAND SEDIMENT STORAGE REQUIRED.2.KEY RIP RAP INTO THE DAM FOR STABILIZATION.3.EXTEND STONE AT LEAST 1.5' BEYOND DITCH BANK.4.REMOVE CHECK DAMS ONCE A PERMANENT STRAND OFGRASS HAS BEEN ESTABLISHED.MAINTENANCE NOTES:1.INSPECT DAMS AND CHANNELS WEEKLY AND AFTERSIGNIFICANT (0.5" OR GREATER) RAINFALL EVENT ANDREPAIR IMMEDIATELY. BE SURE TO CLEAN OUT ANDEBRIS AND SEDIMENT THAT COULD CLOG THE CHANNELWHEN NEEDED.2.REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS ASNEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION,ALLOW THE CHANNEL TO DRAIN THROUGH THE STONECHECK DAM, AND PREVENT LARGE FLOWS FROMCARRYING SEDIMENT OVER THE DAM. ADD STONES TODAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT ANDCROSS SECTION.3.KEY RIP RAP INTO THE DAM FOR STABILIZATION.MAINTENANCE NOTES:1.MACHINE COMPACTION OF ALL FILL IS REQUIRED. ALLOW ATLEAST 10% SETTLEMENT FOR THE TOTAL FILL HEIGHT. DIVERSIONSSUFFICIENT TO DIRECT ALL SEDIMENT- LADEN STORMWATERSEDIMENT CONTROL DEVICE MUST BE INSTALLED PRIOR TO INTO ACLEARING AND GRUBBING OF THE AREA.2.DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGE DURINGCONSTRUCTION OPERATIONS.3.DIVERSIONS SHALL BE SEEDED AND MULCHED IF THEY ARE REMAINTO IN PLACED OVER 30 DAYS.4.CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS.REPAIR AS NECESSARY.NOTES:1.POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE.IF SLOPE EXCEEDS 2%, SEED AND MULCH DIVERSION. TRYNOT TO EXCEED 5% (HIGH VELOCITIES RESULT). MAXIMUMD. A. = 5 ACRES WITHOUT SUPPORTING CALCS..DIVERSIONS AT THE TOP OF SLOPES MUST EMPTY INTO ANAPPROVED SLOPE DRAIN. BERM/DITCH IS MOSTUSED.DITCH
PLAN1NTSPLAN2NTSPRECAST CONCRETE CATCH BASINPLAN3NTSCURB INLET FRAME, GRATES AND HOOD PLAN4NTSDROP INLET FRAME AND GRATESPLAN5NTSSTRUCTURE STEPSPLAN6NTSCONCRETE AND BRICK PIPE PLUGw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBER513-4526-009/21/17CAMPBELL UNIVERSITYFOUNDATIONSTUDENT UNIONISSUE FORISSUE DATENO.REASONDATEPERMIT/BID SETB1234567ACDEFJohn T. Jenkins II, PERoy P. Lorenzen, PESTEWARTC9.2.0DRAINAGE DETAILSNOTES:CLTRENCH BOTTOM DIMENSIONS & BACKFILLINGREQUIREMENTS FOR DUCTILE IRON, VITRIFIED CLAY& REINFORCED CONCRETE PIPE
w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBER513-4526-009/21/17CAMPBELL UNIVERSITYFOUNDATIONSTUDENT UNIONISSUE FORISSUE DATENO.REASONDATEPERMIT/BID SETB1234567ACDEFJohn T. Jenkins II, PERoy P. Lorenzen, PESTEWARTC9.3.0UTILITY DETAILSPLAN2TYPICAL SEWER SERVICE CONNECTION DETAILPLAN3TYPICAL PIPE LAYING CONDITION DETAILPLAN4TYPICAL FIRE HYDRANT INSTALLATION DETAILNTSSANITARY SEWER(0'-8' DEPTH)PIPE LAYINGCONDITION "A"PIPEO.D.HAND PLACEDDENSELY COMPACTEDBACKFILL TO 1 FT.ABOVE TOP OF PIPEBEDDED PIPEMINIMUM STONEEMBEDMENT ASINDICATED. GREATER IFREQUIRED BYMANUFACTURER12 PIPEO.D.24" + O.D. MAX.12" + O.D. MIN.D/8≥3"D/4D/2D/8≥3"24" + O.D. MAX.12" + O.D. MIN.12 PIPEO.D.MINIMUM STONEEMBEDMENT ASINDICATED. GREATER IFREQUIRED BYMANUFACTURERBEDDED PIPEHAND PLACEDDENSELY COMPACTEDBACKFILL TO 1 FT.ABOVE TOP OF PIPEPIPEO.D.SANITARY SEWER(<8'-16' DEPTH)PIPE LAYINGCONDITION "B"SHAPED STONETO PROVIDE BEARINGALONG ENTIRE LENGTHOF PIPE BARRELSHAPED STONETO PROVIDE BEARINGALONG ENTIRE LENGTHOF PIPE BARRELNTS4" PVC VERTICAL4" SWEEP WYESERVICE LINESANITARY SEWERMAINTEE BRANCHSLOPE MIN. 1%PLUGSTOP AT R/W45°SANITARY TEE(SAME MATERIALAS MAIN)CLEANOUT PLUG AND CAPNOTE:EASEMENT SHALL BE PROVIDED FOR SERVICECONNECTION WHERE SERVICE CONNECTION IS PLACEDOUTSIDE OF R/W DUE TO PHYSICAL CONSTRAINTS.CAST IRON VALVE BOXW/ CHARLOTTE HUB 3'-0"MAX.1' insideRWIN-LINE WYEFITTING FOR NEWCONSTRUCTION ORROMAC-CB SADDLEFOR TAP ON EXISTINGSANITARY SEWER MAIN.BRASS(DO NOT GLUE)SCH 40 PVC VERTICALSCH 40 PVCSCH 40 PVCNTSOPENNOTES: 1. TAPPING SLEEVE SHALL BE ROMAC BRAND MODEL SST MANUFACTURED WITH 316 STAINLESS STEEL.PLAN5TYPICAL TAPPING SLEEVE AND VALVE ASSEMBLY DETAILNTS9"PLAN6TYPICAL 2" METER SETTER INSTALLATION DETAILNTSPLAN7TYPICAL TRACER WIRE INSTALLATION DETAILNTS1REMOTE FIRE DEPARTMENT CONNECTION
SGMGMSSw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cPROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEB1234567ACDEF09/21/17BID/PERMIT SETCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONWALT HAVENERRACHEL STEVENSWH, DP, RS, LCNO.REASONDATESurface 678, P.A.215 Morris Street, Suite 150Durham, NC 27701www.surface678.comp: 919-419-1199f: 919-419-1669T: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATE513-4526-00RE G I S T ERED L
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LIGHT DUTY CONCRETE PAVINGMATERIALS LEGENDCAFE TABLE WITH 4 CHAIRSLIGHT DUTY BRICK PAVERSNATURAL GAS FIRE TABLE AND TRASH/RECYCLING BINSSAW-CUT CONTROL JOINTEXPANSION JOINTLIGHT POLE; CAMPUS STANDARDCHARGING STATION/LIGHT BOLLARD RIBBON BIKE RACKCONDIMENT CART(3) OUTDOOR SOFASRECESSED WALL LUMINARIES - SHIELDEDRECESSED WALL LUMINARIES - UNSHIELDEDHEAVY DUTY BRICK PAVERSw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cPROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEB1234567ACDEF09/21/17BID/PERMIT SETCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONWALT HAVENERRACHEL STEVENSWH, DP, RS, LCNO.REASONDATESurface 678, P.A.215 Morris Street, Suite 150Durham, NC 27701www.surface678.comp: 919-419-1199f: 919-419-1669T: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATE513-4526-00REG IS TERED L
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NER 9-21-2017L1.3.2MATERIALSPLANSCALE: 1" = 10'-0"051020N
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NER 9-21-2017L1.3.3MATERIALSPLANSCALE: 1" = 10'-0"051020N
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NER 9-21-2017L1.4.1LAYOUT PLAN1.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROLDEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFICCONTROL DEVICES, LATEST EDITION AS AMENDED, AND ARE THECONTRACTOR'S RESPONSIBILITY.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONETRAFFIC CONTROL IN OR ADJACENT TO NCODT OR CITYRIGHT-OF-WAY. ALL METHODS SHALL CONFORM TO THE MANUALON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NCDOTSTANDARDS.3.CONTRACTOR SHALL PROVIDE SAW CUTS AT THE UNION BETWEENEXISTING CONDITIONS AND PROPOSED CONSTRUCTION UNLESSOTHERWISE NOTED. REFER TO PLANS FOR ADDITIONALINFORMATION.4.UNLESS NOTED ON THE DRAWINGS ALL BUFFERS, WETLANDS, STREAMCHANNELS, SETBACKS AND TREE PROTECTION AREAS SHALL BEPROTECTED WITH NO CONSTRUCTION ACCESS, STORAGE OR USE OFANY KIND. THE CONTRACTOR SHALL KEEP CONSTRUCTIONACTIVITIES WITHIN THE "PROJECT LIMITS" SHOWN ON THE DRAWINGS.5.ALL DIMENSIONS INDICATING "VERIFY" SHALL BE CONFIRMED BY THECONTRACTOR PRIOR TO STARTING CONSTRUCTION - REPORT ANYDISCREPANCIES IMMEDIATELY TO THE LANDSCAPE ARCHITECT.6.ALL DIMENSIONS LABELED "EQ" ARE TO INDICATE EQUALMEASUREMENTS BETWEEN THE DIMENSIONS END POINTS ON THEDRAWING.7.STREET AND PARKING DIMENSIONS ARE FROM FACE OF CURB UNLESSOTHERWISE INDICATED.8.THE CONTRACTOR SHALL STAKE THE LAYOUT AND ALIGNMENT OFALL PAVEMENTS, WALLS, AND OTHER SITE FEATURES IN THE FIELD FORAPPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO START OFCONSTRUCTION.9.THE CONTRACTOR SHALL PROVIDE SMOOTH LAYOUT ALIGNMENTSBETWEEN EXISTING CONDITIONS AND PROPOSED SITEIMPROVEMENTS.10.ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED ON THEDRAWINGS.11.UNLESS OTHERWISE NOTED, CONCRETE SCORE AND EXPANSIONJOINTS SHALL BE ALIGNED WITH BUILDING FEATURES AND WITHCORNERS OF PAVEMENT. SPACE THE ADDITIONAL JOINTS BETWEENTHESE POINTS EQUALLY.12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALLEXISTING JOB CONDITIONS. ANY ADVERSE EXISTING CONDITIONSAFFECTING THE WORK SHOWN ON THE DRAWINGS SHALL BEBROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FORPOSSIBLE CLARIFICATION OR RECONCILIATION.13.ITEMS LABELED AS "BY OTHERS" OR "NIC" ARE FOR COORDINATIONONLY. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THEINSTALLATION OF ANY SUCH ITEMS WITH THE OWNER'SREPRESENTATIVE.1.LOCATION AND TOPOGRAPHICAL INFORMATION WAS TAKEN FROMAN ACTUAL FIELD SURVEY PERFORMED XXXX, DATED MM-DD-YYYY.LHPA ASSUMES NO RESPONSIBILITY FOR DESIGN OR CONSTRUCTIONCHANGES CAUSED BY INACCURACIES IN SURVEYS.2.THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITHEXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION.3.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARYPERMITS AND FOR ADHERENCE TO ORDINANCES, REGULATIONS,LAWS AND CODES HAVING JURISDICTION OVER THE PROPERTY PRIORTO COMMENCING WORK.4.ALL MATERIALS, CONSTRUCTION, AND WORKMANSHIP SHALL MEETTHE FORSYTH COUNTY, CITY OF WINSTON-SALEM AND PIEDMONTRESEARCH TRIANGLE PARK SPECIFICATIONS AND DESIGNSTANDARDS.5.EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIEDIN THE FIELD PRIOR TO BEGINNING WORK. CONTRACTOR SHALLCONTACT NC ONE CALL CENTER AT 1-800-632-4949 FOR LOCATIONOF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. THECONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING AROUNDEXISTING UTILITIES TO REMAIN.6.ALL WORK WITHIN THE NCDOT ROW SHALL CONFORM TO NCDOTSTANDARDS AND SPECIFICATIONS. THE CONTRACTOR SHALL OBTAINALL NEEDED PERMITS, AGREEMENTS AND SUPPLY NOTIFICATIONS OFCLOSURES FROM THE NCDOT.7.CONSTRUCTION STAKEOUT FOR THIS PROJECT SHALL BE PROVIDED BYTHE CONTRACTOR USING A DIGITAL (CADD) FILE PROVIDEDTHROUGH THE ARCHITECT/GC. THE CONTRACTOR SHALL NOTIFY THELANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIESFOUND BETWEEN THE DIGITAL FILE AND THE STAKING DIMENSIONSSHOWN ON THE PLAN OR DISCREPANCIES FOUND BETWEEN THELAYOUT AND THE SITE. ANY MODIFICATIONS MADE BY OTHERS TO THEDIGITAL FILE PROVIDED SHALL RENDER IT VOID. IN THE EVENT OFDISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND THEDESIGN LAYOUT OR EXISTING CONDITIONS, THE CONTRACTDOCUMENTS TAKE PRECEDENCE OVER THE DIGITAL FILE.8.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVING FORELECTRIC, DRAINAGE, AND UTILITIES PRIOR TO THE INSTALLATION OFCOMPACTED SUB-GRADE, SUB-BASE AND PAVEMENT AS NECESSARY.SLEEVES TO BE INSTALLED AT A MINIMUM DEPTH BELOW GRADE ASPER LOCAL CODES.9.ROADWAYS AND BUILDINGS MUST BE CAPABLE OF SUPPORTING FIREAND EMERGENCY APPARATUS DURING CONSTRUCTION.10.SEE PLUMBING SHEET FOR ROOF DRAINAGE CONNECTIONS ANDOTHER UTILITY CONNECTIONS TO THE BUILDING.11.SEE CIVIL SHEET FOR SEDIMENTATION AND EROSION CONTROLMEASURES.12.SEE CIVIL SHEET FOR UTILITY AND UNDERGROUND STORM DRAINAGEINFORMATION.GENERAL NOTES -APPLY TO ALL LANDSCAPE (LXXX) SHEETSSITE PLANNING NOTESSCALE: 1" = 10'-0"051020N
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ANDSCAPE ARCHITECT593NO
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NER 9-21-2017L1.4.2LAYOUT PLANSCALE: 1" = 10'-0"051020N
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3.36'8.00'4.13'12.53'w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cPROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEB1234567ACDEF09/21/17BID/PERMIT SETCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONWALT HAVENERRACHEL STEVENSWH, DP, RS, LCNO.REASONDATESurface 678, P.A.215 Morris Street, Suite 150Durham, NC 27701www.surface678.comp: 919-419-1199f: 919-419-1669T: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATE513-4526-00REG IS TERED L
ANDSCAPE ARCHITECT593NO
R
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H CAROLINAWALTER R. HAVE
NER 9-21-2017L1.4.3LAYOUT PLANSCALE: 1" = 10'-0"051020N
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ANDSCAPE ARCHITECT593NO
R
T
H CAROLINAWALTER R. HAVE
NER 9-21-2017L1.4.4LAYOUT PLANSCALE: 1" = 10'-0"051020N
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ANDSCAPE ARCHITECT593NO
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T
H CAROLINAWALTER R. HAVE
NER 9-21-2017L1.4.6LIGHTINGPLANMAIN STREETN
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w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cPROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEB1234567ACDEF09/21/17BID/PERMIT SETCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONWALT HAVENERRACHEL STEVENSWH, DP, RS, LCNO.REASONDATESurface 678, P.A.215 Morris Street, Suite 150Durham, NC 27701www.surface678.comp: 919-419-1199f: 919-419-1669T: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATE513-4526-00REG IS TERED L
ANDSCAPE ARCHITECT593NO
R
T
H CAROLINAWALTER R. HAVE
NER 9-21-2017L1.5.1GRADING PLANSCALE: 1" = 10'-0"051020N1.EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIEDIN THE FIELD PRIOR TO BEGINNING WORK. CONTRACTOR SHALLCONTACT NC ONE CALL CENTER AT 1-800-632-4949 FOR LOCATIONOF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. THECONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING AROUNDEXISTING UTILITIES TO REMAIN.2.MATCH NEW CONSTRUCTION TO SURROUNDING ESTABLISHEDGRADES. REPORT ANY DISCREPANCIES TO THE LANDSCAPEARCHITECT.3.ALL AREAS ARE TO BE GRADED TO PROVIDE POSITIVE DRAINAGEAND AS SHOWN ON THE PLANS. UNLESS OTHERWISE NOTED, THECONTRACTOR SHALL MAINTAIN A 2.5% SLOPE ON LAWNS, 1.5% ONUNIT PAVER SURFACES, 1% ON CONCRETE FLATWORK AND 1.5% ONASPHALT SURFACES. ALL STEPS, PRECAST SURFACES, CONSTRUCTEDSEATING; WALL TOPS SHALL RECEIVE A MINIMUM OF 1% SLOPE TOPROVIDE WASH.4.UNLESS OTHERWISE NOTED, SPOT GRADES REFER TO BOTTOM OFCURB AT THE FLOW LINE (ADD 6" FOR THE TOP OF CURB). ALL SPOTGRADES AT THE EDGE OF PAVEMENTS SHALL REPRESENT THEPAVEMENT GRADES, NOT ADJOINING LANDSCAPE. ELEVATIONSSUPPLIED FOR CATCH BASINS OR AREA DRAINS ARE INDICATED FORTOP OF GRATE AND TOP OF COVER FOR MANHOLES OR JUNCTIONBOXES.5.THE FRAMES, GRATES, CLEAN OUTS, VALVE COVERS AND OTHERSURFACE UTILITY FEATURES SHALL BE ADJUSTED TO MEET PROPOSEDGRADES WITH APPROPRIATE INSTALLATION DETAILS.6.ALL STORM DRAINAGE GRATES AND COVERS WITHIN ACCESSIBLEROUTES THAT ARE SHOWN ON THE DRAWINGS SHALL MEET STATE ANDFEDERAL ADA REQUIREMENTS.7.ALL DRAINAGE GRATES WITHIN PEDESTRIAN PAVING AND BIKE LANESSHALL BE BICYCLE WHEEL SAFE.8.THE CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS TO STORMDRAINAGE THAT PROVIDES ALIGNMENT WITH EXISTING SWALES, PIPESAND STRUCTURES. THE CONTRACTOR SHALL ALIGN THE TOP OFGRATE WITH INTENDED SCORE JOINTS, CURBS OR OTHER SURFACEDESIGN ELEMENTS OR AS SHOWN ON THE DRAWINGS.GRADING NOTES
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ANDSCAPE ARCHITECT593NO
R
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H CAROLINAWALTER R. HAVE
NER 9-21-2017L1.5.2SCALE: 1" = 10'-0"051020NGRADING PLAN
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w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cPROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEB1234567ACDEF09/21/17BID/PERMIT SETCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONWALT HAVENERRACHEL STEVENSWH, DP, RS, LCNO.REASONDATESurface 678, P.A.215 Morris Street, Suite 150Durham, NC 27701www.surface678.comp: 919-419-1199f: 919-419-1669T: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATE513-4526-00REG IS TERED L
ANDSCAPE ARCHITECT593NO
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H CAROLINAWALTER R. HAVE
NER 9-21-2017L1.5.3SCALE: 1" = 10'-0"051020NGRADING PLAN
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w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cPROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEB1234567ACDEF09/21/17BID/PERMIT SETCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONWALT HAVENERRACHEL STEVENSWH, DP, RS, LCNO.REASONDATESurface 678, P.A.215 Morris Street, Suite 150Durham, NC 27701www.surface678.comp: 919-419-1199f: 919-419-1669T: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATE513-4526-00REG IS TERED L
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NER 9-21-2017L1.6.1PLANTING PLAN1.EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIEDIN THE FIELD PRIOR TO BEGINNING WORK. CONTRACTOR SHALLCONTACT NC ONE CALL CENTER AT 1-800-632-4949 FOR LOCATIONOF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. THECONTRACTOR SHALL EXERCISE CAUTION WHEN WORKING AROUNDEXISTING UTILITIES TO REMAIN.2.PLANT LIST IS PROVIDED FOR CONVENIENCE ONLY. IN THE CASE OFDISCREPANCIES BETWEEN THE PLAN AND PLANT LIST QUANTITIES, THEPLAN SHALL TAKE PRECEDENCE.3.AFTER THE SITE IS STABILIZED AND FREE OF SEDIMENTATION, THECONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROLDEVICES, SILT, RIP RAP AND TEMPORARY STONE STAGING AREAS FORREPLACEMENT WITH PLANTING SOIL. PROVIDE PLANTINGACCORDING TO THE LANDSCAPE PLAN.4.TEMPORARY EROSION CONTROL SEED MUST BE FULLY REMOVEDPRIOR TO PREPARATION OF PERMANENT SEED, SOD OR LANDSCAPEBEDS.5.UNLESS OTHERWISE NOTED IN THE PLANT LIST, THE CONTRACTORSHALL OBTAIN AND INSTALL ONLY PLANT MATERIAL THAT IS GROWNON ITS OWN ROOT - GRAFTED OR BUDDED PLANT MATERIAL WILL BEREJECTED.6.ALL TREES SHALL BE OBTAINED FROM THE NURSERY WITH EXPOSEDROOT CROWNS. B&B MATERIAL DELIVERED TO SITE WITH BURIED ORRECENTLY BURIED ROOT CROWNS WILL BE REJECTED.6.CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF PLANTSUBSTITUTIONS IN ANY MEASUREMENT OR SPECIES INDICATED. SEESPECIFICATIONS FOR FULL NOTIFICATION REQUIREMENTS.7.DO NOT PLANT IN STORM WATER CONVEYANCE SWALES OR PROVIDEFINE GRADING THAT DISRUPTS FLOW OR CHANGES LONGITUDINALSLOPES.8.PLANT THE OUTER EDGES OF EACH PLANTING GROUP FOLLOWINGTHE BED OUTLINE ACCORDING TO THE PLAN. ONCE A SATISFACTORYMATCHED OUTER SHAPE IS OBTAINED, FILL THE CENTER OF EACHAREA WITH PLANTS ACCORDING TO THE PLAN AND SPACING NOTES.9.THE PLANTING LAYOUT WITHIN PLANTING BEDS SHOULD BE SHIFTED TOMINIMIZE CONFLICTS WITH EXISTING TREE ROOTS.10.DISTURBED EARTH AREAS BEYOND PROJECT LIMITS THAT ARE DIRECTLYCAUSED BY CONTRACTOR MEANS AND METHODS SHALL BERESTORED WITH TURF SOD; UNLESS OTHERWISE NOTED.11.SEE SHEET L1.6.5 FOR PLANTING SCHEDULE.PLANTING NOTESSCALE: 1" = 10'-0"051020N
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NER 9-21-2017L1.6.2PLANTING PLANSCALE: 1" = 10'-0"051020N
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NER 9-21-2017L1.6.3PLANTING PLANSCALE: 1" = 10'-0"051020N
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4,760 SF SOD2700 SF SOD1200 SF SOD(6) ILE VOM400 SF SOD(224) LIR MUS(8) ILE VOM(2) PRU LAU(3) ILE NEL(4) PRU LAU(1) ILE NEL(11) PRU LAU(15) ILE COR(1) QUE PHE(5) QUE PHE(1) QUE PHE(1) QUE PHE(15) DEU GRA(24) ILE BIL(17) THU NIGw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cPROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEB1234567ACDEF09/21/17BID/PERMIT SETCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONWALT HAVENERRACHEL STEVENSWH, DP, RS, LCNO.REASONDATESurface 678, P.A.215 Morris Street, Suite 150Durham, NC 27701www.surface678.comp: 919-419-1199f: 919-419-1669T: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATE513-4526-00REG IS TERED L
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NER 9-21-2017L1.6.4PLANTING PLANSCALE: 1" = 10'-0"051020N
EEE SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEEEEEEUUUUUUUUUUEEEEEEEEGGGGGGGGGGGGGGGGGGGGGGGGGGG 5,140 SF SOD(1) QUE PHE(1) QUE PHEMATCHLINE SEE SHEET L1.6.2MATCHLINE SEE SHEET L1.6.4 (7) AZA AUT(6) PRU LAU(24) AZA AUT(15) PRU LAU(12) AZA AUT(8) PRU LAU(5) QUE PHEMAIN STREETw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cPROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEB1234567ACDEF09/21/17BID/PERMIT SETCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONWALT HAVENERRACHEL STEVENSWH, DP, RS, LCNO.REASONDATESurface 678, P.A.215 Morris Street, Suite 150Durham, NC 27701www.surface678.comp: 919-419-1199f: 919-419-1669T: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATE513-4526-00REG IS TERED L
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NER 9-21-2017L1.6.5PLANTING PLANPLANTING SCHEDULE - CONTRACTOR SHALL SATISFY ALL MEASUREMENTS INDICATEDSYMQTYBOTANICAL NAMECOMMON NAMEMIN.CAL/RTMIN. HT.MIN. SPR.SPACINGREMARKSTREESLAG NAT23INDICA LAGERSTROEMIA'NATCHEZ'AERYN TRIDENTMAPLEBB12'6'SEE PLANTHREE CANES, MIN.; EVENLY BRANCHED;FULLMAG GRA1MAGNOLIA XGRANDIFOLIASOUTHERNMAGNOLIAB15'8'SEE PLANSTRONG CENTRAL LEADER; EVENLYBRANCHED; FULLQUE PHE21QUERCUS PHELLOS'HIGHTOWER'WILLOW OAKBB15'8'SEE PLANSTRONG CENTRAL LEADER; EVENLYBRANCHED; FULLSHRUBSAZA AUT59AZALEA X 'ROBLEN'ENCORE AUTUMNSUNSET AZALEACONT18"18"30" O.C.FULL, DENSE, MATCHING, EVENLYBRANCHEDDEU GRA116DEUTZIA GRACILIS 'NIKKO'NIKKO DEUTZIACONT12"12"30" O.C.FULL, DENSE, MATCHING, EVENLYBRANCHEDILE BIL159ILEX GLABRA 'GREENBILLOW'GREEN BILLOWINKBERRYCONT24"24"30" O.C.FULL, DENSE, MATCHING, EVENLYBRANCHEDILE COR114ILEX CORNUTA 'CARISSA'CARISSA HOLLYCONT30"18"30" O.C.FULL, DENSE, MATCHING, EVENLYBRANCHEDILE NEL5ILEX X 'NELLIE R STEVENS'NELLIE STEVENS HOLLYCONT48"36"SEE PLANFULL, DENSE, MATCHING, EVENLYBRANCHEDILE VOM14ILE VOMITORA 'NANA'DWARF YAUPONHOLLYCONT24"24"30" O.C.FULL, DENSE, MATCHING, EVENLYBRANCHEDITE VIR77ITEA VIRGINICA 'HENRY'SGARNET'VIRGINIA SWEETSPIRECONT24"24"30" O.C.FULL, DENSE, MATCHING, EVENLYBRANCHEDLEU AXL25LEOCOTHOE AXILLARISCOASTALLEOCOTHOECONT24"24"30" O.C.FULL, DENSE, MATCHING, EVENLYBRANCHEDLOR PP84LOROPETALUM CHINENSEVAR. RUBRUM 'PIXIE PURPLE'PIXIE PURPLELOROPETALUMCONT18"18"30" O.C.FULL, DENSE, MATCHING, EVENLYBRANCHEDPRU LAU97PRUNUS LAUROCERASUSCHERRY LAURELCONT30"30"48" O.C.FULL, DENSE, MATCHING, EVENLYBRANCHEDRHA IND13RHAPHIOLEPIS INDICA'CONOR'ELEANOR TABORINDIAN HAWTHORNCONT30"30"48" O.C.FULL, DENSE, MATCHING, EVENLYBRANCHEDTHU NIG38THUJA OCCIDENTALIS'SMARAGD'EMERALD GREENARBORVITAECONT48"24"6' O.C.FULL, DENSE, MATCHING, EVENLYBRANCHEDGROUND COVERCAR FLA1,452CAREX FLACCA 'BLUEZINGER'GLAUCOUS SEDGECONT12" O.C.LIR MUS706LIRIOPE MUSCARI 'BIG BLUE'BIG BLUE LIRIOPECONT12" O.C.SOD40,738 SFMATCH CAMPUSSTANDARDSCALE: 1" = 10'-0"051020N
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4STUDENT UNIONBUILDINGBRITT HALLMAIN STREETIRRIGATION LEGENDDRIP IRRIGATION AREASTIMECLOCK/ CONTROLLER LOCATIONSDRIP IRRIGATION ZONE VALVE LOCATIONSISOLATION GATE VALVE4" SCHEDULE 40 PVC SLEEVES4" SCHEDULE 80 PVC SLEEVESRAIN SENSORIRRIGATION WATER METER LOCATIONIRRIGATION BACKFLOW PREVENTORSPRAY IRRIGATION AREASRTIRRIGATION MAINLINEMTEMPORARY SPRAY IRRIGATION- UNDERGROUND PIPE ROUTING;- SEPARATE ZONES FROMPERMANENT IRRIGATIONGENERAL: THE IRRIGATION PLAN SHOWN IS TO SHOW THE REQUIRED METHOD OFCOVERAGE. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE A SOUND, SINGLESOURCE IRRIGATION SYSTEM CAPABLE OF DELIVERING WATER WITHIN THEMANUFACTURER'S PERFORMANCE SPECIFICATIONS. SUBSTANTIAL CHANGES TOPLAN SHALL BE APPROVED PRIOR TO INSTALLATION.1. WORKING PRESSURE BASED ON 50-55 PSI. NOTIFY THE ARCHITECT OF ANYDEVIATIONS.2. WIRE IN MAIN LINE DITCH ONLY - WIRE TO BE 14 GA.4. TIME CLOCK TO BE HARDWIRED TO THE POWER SUPPLY. POWER SUPPLY WILL BEPROVIDED TO WITHIN TEN FEET OF THE TIME CLOCK. COORDINATE TIME CLOCKLOCATION WITH OWNER.5. CONTRACTOR TO SUPPLY SLEEVING AS REQUIRED.6. PROVIDE DRIP IRRIGATION FOR ALL SHRUB AND GROUNDCOVER APPLICATIONSAS NOTED ON PLANS.7. CONTRACTOR SHALL PROVIDE AN AS BUILT DRAWING WITH OPERATIONMANUAL BOUND IN AN EASY TO USE BINDER. DEMONSTRATE IRRIGATIONSYSTEM USE TO OWNER AND THE LANDSCAPE ARCHITECT AT PROJECTCOMPLETION.8. THE FINISHED IRRIGATION SYSTEM SHALL HAVE COMPLETELY SEPARATE TURF ANDSHRUB ZONES.9. ALWAYS DIRECT IRRIGATION AWAY FROM THE BUILDING AND SIGNAGE.10. CONTRACTOR TO SUBMIT SHOP DRAWINGS OF IRRIGATION SYSTEM FORAPPROVAL PRIOR TO CONSTRUCTION.11. IRRIGATION SLEEVES SHALL BE 4 INCHES DIAMETER. PROVIDE MINIMUM 18INCHES COVER. EXTEND 12 INCHES BEYOND EDGE OF WALK AND CAP ENDS.PROVIDE FLAG INDICATING LOCATION AND UPDATE CONTRACTOR RECORDSET WITH FINAL INSTALLED LOCATION.APPLY TO ALL L - SERIES SHEETSIRRIGATION NOTESSEE SPECS FOR NUMBEROF EMITTERSTREE TRUNKSEE SPECS FOR NUMBEROF EMITTERSSHRUBEMITTER SPACING; 12"O.C.BLACK DRIP TUBING W/INSERTABLE EMITTERSIRRIGATION HEADFINISHED GRADECURB / PAVING(TYP.)NTSF1DRIP LINE LAYOUT THROUGH GROUNDCOVERNTSF2IRRIGATION SPRAY HEAD LOCATION (TYP.)NTSF3DRIP LINE LAYOUT THROUGH SHRUBSNTSF4DRIP TREE RING (TYP. ALL TREES)w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cPROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEB1234567ACDEF09/21/17BID/PERMIT SETCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONWALT HAVENERRACHEL STEVENSWH, DP, RS, LCNO.REASONDATESurface 678, P.A.215 Morris Street, Suite 150Durham, NC 27701www.surface678.comp: 919-419-1199f: 919-419-1669T: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATE513-4526-00REG IS TERED L
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NER 9-21-2017L1.7.1IRRIGATIONPLANSCALE: 1" = 20'-0"0102040N
LIGHT DUTY BRICK PAVINGE41"=1'-0"01'2'LIGHT DUTY CONCRETE PAVINGE11"=1'-0"01'2'COMPACTEDABCWOVENGEOTEXTILEFABRICCOMPACTEDSUBGRADESAND SWEPTJOINTS (TYP.)SANDSETTING BED1"6"TOOTHINGBETWEENEXISTING ANDNEW BRICKEXISTING BRICKPROVIDE SEAMLESSINTERFACEBETWEEN EXISTINGAND NEW BRICKNEW BRICK1. PROVIDE TOOTHING WHERE NEW BRICK MEETS EXISTING BRICK.2. BLEND EXISTING BRICK AND NEW BRICK TO DISGUISE DIFFERENCES IN WEATHERING.3. SEE PLAN FOR REQUIREMENTS ON DISTANCE OF EXISITNG BRICK REMOVAL FOR BLENDING EXISTING AND NEW BRICK.EDGE CONDITION: LANDSCAPE & BRICK BAND EDGEBRICK BAND EDGERIGID LIGHT DUTY PLASTICPAVER EDGE RETRAINT4"4"CIP CONCRETE14 DEPTH OF CONCRETE DEPTH SAWCUTCONTROL JOINT (CJ)COMPACTED ABCCOMPACTED SUBGRADEBRICK PAVERS; TOMATCH CAMPUSSTANDARDFLUSH; TYP.LIGHT DUTY BRICK PAVING / PLANT BED TRANSITION D11"=1'-0"01'2'SECTIONPLAN - RUNNING BONDSECTIONLIGHT DUTY BRICK PAVING; TYPL501E4EXPANSION JOINT AT STRUCTURE / BUILDING EXTERIORE2 1/2 "1/2 ''JOINT SEALANT, COLOR TOMATCH CONCRETE; PROVIDECONCAVE JOINT, MIN. 18 BELOWTOP OF SURFACE12" DIAMETER CLOSED CELL BACKER ROD ASREQUIRED TO PROVIDE BONDING SEPARATIONBETWEEN SEALANT AND JOINT MATERIALPREMOLDED JOINT MATERIALSURFACEMATERIAL PERDETAILS1/8" R TYP.SCALE: NTSTYP. SECTIONNOTES:1. CONTRACTOR SHALL SUBMIT COLOR SAMPLES FOR LANDSCAPE ARCHITECTREVIEW AND APPROVAL PRIOR TO PURCHASE / INSTALLATION.NTSEXPANSION JOINT WITHIN PAVINGE33/8"JOINT SEALANT, COLOR TO MATCHCONCRETE; PROVIDE CONCAVE JOINT,MIN. 18 BELOW TOP OF SURFACE; SEALANTSHALL BE COMPATIBLE WITH JOINT FILLERAND NOT BOND WITH JOINT FILLER1.7LB POLYETHYLENE FOAM; FULLDEPTH WITH REMOVABLE CAP FORSEALANT APPLICATIONSURFACEMATERIAL PERDETAILSPROVIDE SMOOTHSURFACETYP. SECTIONNOTES:1. CONTRACTOR SHALL SUBMIT COLOR SAMPLES FOR LANDSCAPE ARCHITECTREVIEW AND APPROVAL PRIOR TO PURCHASE / INSTALLATION.TOOTHINGBETWEENEXISTING ANDNEW BRICKEXISTING BRICKPROVIDE SEAMLESSINTERFACEBETWEEN EXISTINGAND NEW BRICKNEW BRICKPLAN - HERRINGBONEHAND TIGHT SAND SWEPT JOINT ATBUILDING OR SEAT WALLBUILDING EDGE; TYP.L501E2EXP. JOINTBUILDINGL501E3EXP. JOINTBRICK SEAT WALL WITH PRECAST CAPA11"=1'-0"01'2'PRE-CAST CAP; MATCH ACADEMIC CIRCLESEAT WALL CAP COLOR AND TEXTURE14" DIA X 4" DOWEL SECURE W/EPOXY GROUT; 2 PER CAPBRICK VENEER; MATCH ACADEMIC CIRCLE SEAT WALLBRICK COLOR AND TEXTURE; WRAP AT WALL ENDS2" VOID12" CMU FILLED WITH CONCRETEMORTAR FILL TO BOTTOM OF WEEP#4 REBAR @ 12"O.CBOTH WAYS; 3" CLEARCONCRETE FOOTINGCOMPACTED ABCCOMPACTED SUBGRADEFIBER WEEPS @24"O.C. FIRST FULLCOURSE ABOVE FINISHED GRADEFINISHED GRADE5"HORIZONTAL JOINTREINFORCEMENT 16" O.C.#4 REBAR @ 16" O.C12"4"32"12" MIN.WATERPROOFING;TYP. BOTH SIDES3"PRE-CAST CAPREGLET. TYP.CONTINUOUS TOOTHER SIDE, TYP.SEALANTANCHOR; TYP.METAL FLASHING; TYP.DRIP EDGE OFFLASHING; TYP.SEALANTMETAL FLASHING1"PRECAST CAPREGLET ENLARGEMENTREFER TO PRE-CAST CAP REGLETENLARGEMENTTYPICAL SECTIONCOMPACTED ABCCOMPACTED SUBGRADEALIGNTOP OF BRICK PAVERS TO ALIGN FLUSHWITH TOP OF CONCRETE PAVINGLIGHT DUTY BRICK PAVING; TYPL501E4LIGHT DUTY CONCRETE PAVING; TYPL501E1FINISHED GRADE12CONCRETE PAVING / PLANT BED TRANSITION C21"=1'-0"01'2'BRICK PAVING / CONCRETE PAVING TRANSITION C11"=1'-0"01'2'TYPICAL SECTIONCOMPACTED ABCCOMPACTED SUBGRADELIGHT DUTY CONCRETE PAVING; TYPL501E1LAWN/PLANTINGEQEQUALS PAVING DEPTHFINISHED GRADEEQ2'-0"2'-2"SAND SWEPT JOINT ATBRICK PAVING; TYP.HEAVY DUTY BRICK PAVINGC31"=1'-0"01'2'1% SLOPE45°1" CHAMFERCAP PEAKCAP EDGEWALL FACEWALL CAP END PIECE*SHOP DRAWINGS REQUIRED FOR THIS ITEM24"HEIGHT VARIES;
REFER TO 1/L501
FINISHEDGRADE2" CLEAR34" SQUARE4" X 12" DOWEL SECUREDWITH EPOXY GROUT; 2 PER CAP8" CMU BLOCK COREFILLED WITH CONCRETE1" CORBELL 2 COURSE; REFERTO NOTE 1STANDARD RUNNING BONDWALL BRICK (TYP)#4 REBAR AT 40" O.C.GROUT CELL FULL AT EACHLOCATIONHORIZONTAL LADDER REINFORCEMENT;EVERY 3 COURSESSUBGRADECOMPACTED ABC#4 REBAR 12" O.C.#4 REBAR CONT. 10" O.C.CONCRETE FOUNDATIONPRECAST CONCRETEPIER CAPL501B1NOTES:1.) MATCH BRICK PATTERN OF EXISTING CORBELL COURSESON CAMPUS AT REAR OF D. RICHMOTAR SETTING BED8"8"6"GROUT FILLROLL-ON WATERPROOFINGBRICK SEAT WALL PIER WITH PRECAST CAPA21"=1'-0"01'2'*SHOP DRAWINGS REQUIRED FOR THIS ITEMBRICKPIERL501A2BRICKSEATWALL BL501A112345SET PER HEIGHT BASEDON 5 COURSESABOVE BOTTOM OFSEAT WALL CAPALIGNSEATWALL CAP1/2" EXPANSION JOINT;TYP.BRICK SEAT WALL PIER AT BRICK WALLA3NTSREGLETEDGE22"SLOPE TO DRAIN (1.5%)1"X1"CHAMFER5"2" OVERHANG TYP.WALLPRECAST CONCRETE SEATWALL CAP BL501B2SCALE NTSL501B3NOTES:1) CONTRACTOR SHALL SUBMIT SHOP DRAWINGSFOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT2) ALL CAP LENGTHS SHALL BE EQUAL BETWEEN WALL ENDSAND LENGTH SHALL BE AS CLOSE TO 48 INCHES AS POSSIBLERIGLET EDGEL501B3SCALE NTSOVERHANGEND OF WALLPRECAST CAP38" REGLETALL SIDES32" SQUARE1"X1"CHAMFERSLOPE TO DRAIN (1.5%)5"2" OVERHANG TYP.WALLREGLETEDGEPRECAST CONCRETE PIER CAPL501B1SCALE NTSL501B3NOTES:1) CONTRACTOR SHALL SUBMIT SHOP DRAWINGSFOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECTTRENCH DRAINC41"=1'-0"01'2'ALIGNALIGNFINISHED GRADEPRESLOPED TRENCHDRAINSTAINLESS STEEL GRATETRUNCATED DOME PAVERS/ BAND01'2'D32'-0" WIDE BAND12" SQUARE TRUNCATEDDOME PAVERS (VEHICULARRATED)3/4" BITUMINOUS SETTING BEDFLUSH4"FLUSHCOMPACTEDSUBGRADECOMPACTED ABCCONCRETEFINISHGRADEHAND TIGHT SAND SWEPTJOINTS; ALL JOINTSFINISHED SURFACE;SEE LAYOUT PLAN4"NOTE:1.ALL JOINTS SHALL BE EQUAL IN WIDTH OR EQUALLY DISTRIBUTEDIN EACH DIRECTION.2.JOINTS WIDER THAN HAND TIGHT SHALL BE FILLED WITHPOLYMERIC SAND. SAND COLOR SHALL MATCH DOME PAVER.214"EXPANSIONJOINT (EJ)D2L50-014"1" DIA. WEEP HOLEAT LOW EDGE; 24"O.C.; FILLED WITH#78 WASHED STONEBOTTOM CONDITIONVARIES ALONG SLOPEEQ.RECESSED WALLLUMINAIREALIGN WITH JOINTSEQ.BRICK BAND IN CONCRETE PAVINGD21"=1'-0"01'2'LIGHT DUTYCONCRETE PAVEMENTBRICK PAVERACCENT BAND38" MORTAR BEDEXPANSION JOINT4"FLUSH; TYP.L501E2L501E1COMPACTED ABC AGGREGATEWOVEN GEOTEXTILE FABRICCOMPACTED SUBGRADEPOLYMERIC SAND SWEPT JOINTS (TYP.)ANGULAR SAND SETTING BED1"
6"6"CONCRETE FOUNDATIONHEAVY DUTY BRICK PAVERS2" WEEP HOLES; PROVIDE AT 48"O.C. EACH WAY; COVER WEEPHOLES WITH FILTER FABRICNOTES:1.) PAVEMENT DEPTH WILL MATCH GEOTECHNICAL RECOMMENDATION.AT CONCRETE PAVINGAT PLANT BED4
"COMPACTED ABC38" MORTAR BEDEQ.EQUALS PAVINGDEPTHCOMPACTED SUBGRADEBRICK PAVER ACCENT BANDLIGHT DUTY CONCRETE PAVINGL501E1w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cPROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEB1234567ACDEF09/21/17BID/PERMIT SETCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONWALT HAVENERRACHEL STEVENSWH, DP, RS, LCNO.REASONDATESurface 678, P.A.215 Morris Street, Suite 150Durham, NC 27701www.surface678.comp: 919-419-1199f: 919-419-1669T: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATE513-4526-00REG IS TERED L
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EVERGREEN TREE PLANTINGB3RASIED TREE PLANTINGB1RAISED SHRUB PLANTINGB4GROUNDCOVER PLANTINGA1LAWN/PLANT BED EDGEA201'2'TREE PROTECTION FENCEA31"=1'-0"01'2'APPROXIMATEGRADESCALE: NTSSECTIONROOT CROWNTRUNK FLARE ANDTOP OF ROOT BALLFLAG3" MULCHROTOTILLED TOPSOILAMENDED AS PER SPECSSET BALL 1/4-1/3 ABOVEPROPOSED GRADE W/RESPECT TODRAINAGE CONDITIONS. RESTBALL ON UNDISTURBED SUBSOILRUBBER HOSESGUY ROPES 3PER TREESAUCER AROUND PITDELETE W/ IRRIGATIONCUT AND REMOVE TOPRINGSOF WIRE BASKETAND BURLAPHARDWOOD STAKE(3 PER TREE)RIPPED SUBSOILFOR FLATBOTTOM TREEROOTBALLS REST ONUNDISTURBED PEDESTALSUPPORT ROOTBALL W/COMPACTED EARTH6"6-8"SCALE: NTSSET ROOTBALL 12" -13" ABOVE PROPOSEDGRADE ACCORDINGTO SPECIES ANDDRAINAGE CONDITIONS3" MULCHFINISH GRADETOPSOILSAUCER AROUNDPIT (DELETE WITHIRRIGATION)CUT AND REMOVEBURLAP FROM TOP13 OF ROOTBALLRIPPED SUBSOILUNDISTURBED SOILPLANT GROUNDCOVERTHROUGH MULCH2" MULCHSCALE: NTSSECTIONSECTIONSCALE: NTSTOPSOILRIPPED SUBSOILUNDISTURBED SOILO.C. SPACINGPER PLAN EQ.O.C. SPACINGPER PLANEQ.12 OF O.C.SPACINGPER PLAN
O.C. SPACING
PER PLANO.C. SPACINGPER PLAN12 OF O.C.
SPACING
PER PLAN EQ.EQ.PLANPLAN℄GROUNDCOVERS/ORNAMENTALSSHRUBSEDGE OF BEDEDGE OF BED℄LAWNPLANT BED3"2"2"SECTIONMULCHNOTCH/ TRENCH SOIL;3" DEPTH; 6" WIDTHROOT CROWNAPPROPRIATEGRADEFLAG3" MULCHTOPSOILSET BALL 14"-13" ABOVEPROPOSED GRADE W/RESPECT TO DRAINAGECONDITIONS. REST BALLON UNDISTURBED SUBSOILRUBBER HOSESGUY ROPES3 PER TREESAUCER AROUND PITDELETE W/ IRRIGATIONCUT AND REMOVE TOPRINGSOF WIRE BASKETAND BURLAPHARDWOOD STAKE(3 PER TREE)RIPPED SUBSOILSUPPORT ROOTBALL W/COMPACTED EARTHFOR FLATBOTTOM TREEROOTBALLS, REST ONUNDISTURBED PEDESTALSECTIONSIDE VIEW32" MIN.
WIDTH
2'-0"STEEL POSTWOVEN WIRE FABRICWARNING SIGNGRADEVARIABLE AS DIRECTED BY THE ENGINEERGRADEWARNING SIGNWARNING SIGN DETAIL4'-0"8' MAX.4"
2'-0"
26"
3'-0"
3"4"3"4"FRONT VIEWORANGE, UV RESISTANT,HIGH-TENSILE STRENGTHPOLY BARRICADE FABRIC(TYP.)ORANGE, UV RESISTANT,HIGH-TENSILE STRENGTHPOLY BARRICADE FABRIC(TYP.)MIN. 12-1/2 GA.INTERMEDIATEWIRESTREE PROTECTION AREADO NOT ENTERTREE PROTECTION AREADO NOT ENTERMIN. 10 GA.LINE WIRESNOTES:1) PRIOR TO BEGINNING DEMOLITION ACTIVITIES, THE CONTRACTOR SHALL ERECT TREE PROTECTION FENCINGAROUND ALL TREES DESIGNED TO REMAIN. THE PROTECTED GROUND AREA SHALL BE INDICATED ON THE PLANS.2) NO CONSTRUCTION ACTIVITY OR STORAGE OR MATERIALS WILL BE ALLOWED IN THE PROTECTION GROUND AREA.TREE PROTECTION FENCING SHALL REMAIN IN PLACE THROUGHOUT CONSTRUCTION.NOTES:1. WARNING SIGNS TO BE MADE OF DURABLE WEATHERPROOF MATERIAL.2. LETTERS TO BE 3" HIGH MIN. CLEARLY LEGIBLE AND SPACED AS DETAILED.3. SIGNS SHALL BE PLACED AT 50' MAX. INTERVALS.4. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.5. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTIONAREA.6. ATTACH SIGNS SECURELY TO FENCE POST AND FABRIC.7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.BRICK STEPSD21"=1'-0"01'2'L503C23'-0"FINISHED GRADE112" CORE DRILL; TYP.1'-0"1% MIN.TYP.1'-0"12" IN MORTAR BED1'-0"(3)HANDRAIL114" x 12" BAR STOCKVERTICAL MEMBERS; TYP.EQEQ.1'-0"HEAVY-DUTY BRICK PAVERS38" IN MORTAR JOINTSSECTIONRECESSED WALLLUMINAIRE (SHIELDED)CONCRETE FOUNDATION1'-0"4"LIGHT DUTY CONCRETE PAVING6" TYP
BRICK CHEEK WALL WITH 5"PRECAST CONCRETE CAP#4 REBAR CONT.1'-0"L501E1#4 REBAR @ 10" O.C.COMPACTED ABCCOMPACTED SUBGRADEL501C3ESCUTCHEON PLATE12" X 6" SMOOTH DOWELGREASE AND WRAP ONEEND 24" OC.; TYP.6"EXPANSION JOINTL501E29"5"w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cPROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEB1234567ACDEF09/21/17BID/PERMIT SETCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONWALT HAVENERRACHEL STEVENSWH, DP, RS, LCNO.REASONDATESurface 678, P.A.215 Morris Street, Suite 150Durham, NC 27701www.surface678.comp: 919-419-1199f: 919-419-1669T: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATE513-4526-00REG IS TERED L
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CHARGING STATION WITH ACCENT LIGHTC1RECESSED WALL LUMINARIE - UNSHIELDED C2SCALE: NTSRECESSED WALL LUMINARIE - SHIELDED (STAIRS) C3SCALE: NTSBRICK SCREEN WALLA11"=1'-0"1'-0"1'-0" TYP.VARIES, SEE GRADING PLAN8"1'-0"1'-0"
4'-0"2" OVERHANG6'-0" TYP.VARIES, SEE GRADING PLAN FORTOP & BOTTOM OF WALL ELEVATIONSREFER TO STRUCTURALDRAWINGS FORSTRUCTURAL &REINFORCEMENT DESIGN,TYP.A. TYPICAL SECTIONB. COLUMN SECTIONREFER TO STRUCTURALDRAWINGS FORSTRUCTURAL &REINFORCEMENTDESIGN, TYP.COLUMN PLANELEVATION1'-0"FINISH GRADEBRICK COLUMN, SEELAYOUT PLAN FORLOCATIONSBAVARIES, SEE LAYOUT PLAN5"7"4'-0"
1'-0" TYP. SEE GRADING PLAN
w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2016cPROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEB1234567ACDEF09/21/17BID/PERMIT SETCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONWALT HAVENERRACHEL STEVENSWH, DP, RS, LCNO.REASONDATESurface 678, P.A.215 Morris Street, Suite 150Durham, NC 27701www.surface678.comp: 919-419-1199f: 919-419-1669T: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATE513-4526-00REG IS TERED L
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1/2" CONTINUOUS CLOSED CELLNEOPRENE COMPRESSED FILLERINTERIOR PARTITIONAS SCHEDULEDCONTOUR GWB TO SILLBELOW AS REQUIREDPROVIDE BREAK METAL(COLOR TO MATCH WALLS)GLASSWINDOW WALLMULLIONNOTE: NO PHYSICAL OR MECHANICALATTACHMENT TO MULLION SHALL BE ALLOWED.2 HOUR RATEDPARTITION1 HOUR RATEDPARTITIONLOWER RATED ORNON RATEDPARTITION ASNOTED ON PLANSPARTITION TO MULLIONRATING HIERARCHYCONCRETE / CMU WALL3/4" MAX ACOUSTICAL SEALANT OR ACRYLICFIRESTOP SEALANT. BACKER ROD AS NEEDED(1) OR (2) LAYERS OF GYPSUM WALLBOARD PERPARTITION TAGMETAL STUD PER PARTITION TAGONE SIDE OF DOOR OPENINGSAT RECESSESAT LOCATION STRUCUTREINTERRUPTS THE WALL THICKNESSAT CHANGE OF WALL THICKNESSCHANGE IN HEIGHT OF WALLMORE THAN 16"BUILDING EXPANSION JOINTALIGNED WITH BUILDING JOINTSUNBOUNDED INTERSECTIONBOUNDED INTERSECTIONL / 2LPROVIDE CONTROL JOINTS IN CMU PARTITION AS NOTED ABOVE AND AT MAXIMUM SPACING OF L.L = 24' MAX OR 3 TIMES THE HEIGHT OF THE PARTITION15' MAX30' MAX30' MAXFLOORLATCH SIDE OFDOORSTRUCTURECEILINGCONTROLJOINTINTERSECTINGPARTITIONOPENINGGENERAL NOTE: FOLLOWGUIDELINES FOR CONTROL JOINTSPER ASTM C-840 STANDARDSPECIFICATION FOR APPLICATIONAND FINISHING OF GYPSUM BOARDPLAN OVER DRYWALL6" METAL STUD WALLw/ 5/8" GYP. BD. EACH SIDEFULLY-RECESSED FIREEXTINGUISHER CABINET.FINISH SHALL BE BRUSHED S.S.ELEVATIONDOUBLE, 22 GA. 6" STUDSON EA. SIDEVERIFY W/ MANUF.10 1/2"PLAN OVER CMU1 1/2" MTL. STUD FURROUTW/ 5/8" GYP. BD. EACH SIDERATED CMU WALLw/ FILLED CELLSFEVERIFY W/ MANUF.11 1/2"F.E.C.FIRE-RATED F.E.C.FEFETOP OF EXTINGUISHER AT48" AFFPLANBASECEILINGTOPBASE & FLOOR FINISH ASSCHEDULED1" GYPSUM LINER PANELTYPE X GYPSUM PANELS,FACE LAYER JOINT FINISHED.1 HR - (1) 5/8"2 HR - (2) 5/8"C-H Studs @ 24" O.C.CONTINUOUS METALJ-RUNNERTYPE X GYPSUM PANELS,FACE LAYER JOINT FINISHED.1 HR - (1) 5/8"2 HR - (2) 5/8"C-H Studs @ 24" O.C.CONTINUOUS METALJ-RUNNERPROVIDE 1/2" SPACE FROMRUNNER TO TOP OF STUD TOALLOW FOR FLOOR SLABDEFLECTIONSEE RCP & FINISHSCHEDULE FOR CEILINGMATERIAL & FINISHSHAFT SIDESHAFT SIDEFLOOR CONSTRUCTIONNOTE:1 HR = UL U4692 HR = UL U4382-1/2" = 12'-3" MAX.4" = 17'-6" MAX.2-1/2" = 12'-3" MAX.4" = 17'-6" MAX.BASE AS SCHEDULED(SOUND ATTENUATION - SANDFILLED) >S8" x 8" x 16" NOMINAL CMUPLANBASECEILINGTOPREINFORCING AS REQ'D,SEE STRUCTURALSET BOTTOM COURSE INFULL MORTAR BED(SOUND ATTENUATION - SANDFILLED) >SSEE HEAD OF WALL DETAILSFOR APPLICABLE PARTITIONHEIGHT CATEGORY & RATINGSEE RCP & FINISHSCHEDULE FOR CEILINGMATERIAL & FINISHSEALANT BOTH SIDES ASREQUIREDNOTE:1.2.( ) = MODIFIER2 HR = UL U9063 HR = UL U9144 HR = UL U9018" x 8" x 16" NOMINAL CMUFLOOR FINISH AS SCHEDULEDBASE & FLOORFINISH ASSCHEDULED(SOUND ATTENUATIONBLANKETS) >S(1) LAYER 5/8" GYPSUMBOARD BOTH SIDESPLANBASECEILINGTOPMETAL STUDS @ 16" O.C.CONTINUOUS METALRUNNER(SOUND ATTENUATIONBLANKETS) >S(1) LAYER 5/8" GYPSUMBOARD BOTH SIDESMETAL STUDS @ 16" O.C.SEE HEAD OF WALLDETAILS FOR APPLICABLEPARTITION HEIGHTCATEGORY & RATINGSEE RCP & FINISHSCHEDULE FOR CEILINGMATERIAL & FINISHHOLD GWB 1/2" ABOVE SLABNOTE:1.2.( ) = MODIFIERTYPE X FIRE RATEDCORE FOR RATEDCONDITION1 HR = UL U4192 HR = UL U411HEAD DETAIL - UL HW-D-1011FIRE TRAK DEFLECTION SYSTEM 1HR. & 2HR. SHADOWLINE3" DEFLECTION4" DEFLECTION AT EAST & WEST DATA HALL WALLSFIRE RATED GYPSUMCOMPOUND OR FIRECAULKROOF SLABFIRE TRAK SHADOWLINEPOSI CLIPS2"4" @ E&W3"2"8"METAL STUD5/8" TYPE 'X' GYP.2 HR. RATING REQUIRESADDITIONAL LAYER OF TYPE'X' GYP.CORNER BEAD5/8" TYPE 'X' GYP.2 HR. RATING REQUIRESADDITIONAL LAYER OFTYPE 'X' GYP.FIRE TRAK DEFLECTION SYSTEM 1HR. & 2HR. SHADOWLINE3" DEFLECTIONMETAL STUDFIRE TRAK SHADOWLINEPOSI CLIPS6"3"4"5/8" TYPE 'X' GYP.2 HR. RATING REQUIRESADDITIONAL LAYER OF TYPE 'X' GYP.1' - 1"CORNER BEADCORNER BEADMETAL STUD5/8" TYPE 'X' GYP.2 HR. RATING REQUIRESADDITIONAL LAYER OF TYPE 'X' GYP.5/8" TYPE 'X' GYP.2 HR. RATING REQUIRESADDITIONAL LAYER OF TYPE 'X' GYP.SEALANT AND BACKER RODSEALANT AND BACKER RODVERTICAL REINFORCEMENT PERSTRUCTURAL DRAWINGSVERTICAL REINFORCEMENT PERSTRUCTURAL DRAWINGSREFER TO STRUCTURAL DRAWINGS FOR HORIZONTALREINFORCEMENT AT CONTROL JOINTSPREFORMED CONTROL JOINT GASKETCONTROL JOINT - BOTH SIDESACOUSTICAL SEALANT -BOTH SIDESMETAL STUD PERPARTITION TYPEGWB PER PARTITION TYPE1/2" MAX1/2" MAX1/2" MINTWO LAYER OF GWBNON-RATEDJOINTRATED JOINTWHI -647-3024WH1-651-0318.1METAL RUNNER TRACK- SEE HEADDETAILS THIS SHEETPARTITION AS SCHEDULED ON PLANSCEILING - SEE REFLECTED CEILING PLANSSOUND ATTENUATION BLANKETS PERPARTITION TAGMETAL STUD TO STRUCTURE8"STRUCTURE8"METAL STUD BRACING TO STRUCTUREMETAL RUNNER TRACKPARTITION AS SCHEDULED ON PLANSCEILING - SEE REFLECTED CEILING PLANSSOUND ATTENUATION BLANKETS PERPARTITION TAGCONTRACTOR OPTION - METALSTUD TO STRUCTURE ILO BRACINGTAPE AND JOINT COMPOUNDGYPSUM SUSPENDED CEILINGRUNNER CHANNELFURRING CHANNEL AND CLIPTOGGLE BOLTGYPSUM WALL BOARD PER TAGSTEEL STUD PER TAGSTEEL STUD TRACKACOUSTICAL TILE PER FINISH SCHEDULEPARTITION CEILING TRACKPARTITION CLIP COORDINATETYPE WITH TILEVERTICAL STRUCT OR STABILIZER BARSPLAY WIRES PERPENDICULARTO PARTITION4 5 .0 0 °"T" SECTIONSTEEL STUD PER PARTITION TAGMINERAL WOOL BATTINSULATIONROOF / FLOOR DECKFIRESTOP JOINT SPRAYMETAL CEILINGTRACK RUNNERPARTITION PER PLANSOUND ATTENUATIONBLANKETSLAYER OF GWB COPEDINTO METAL DECKPARTITION PER PLANCONTINUOUSACOUSTICALSEALANT BETWEENGWB AND DECKMETAL CEILING RUNNERSCREWED TO DECKRATED CONDITIONNON - RATED CONDITIONROOF / FLOOR DECK1"1"FORMING MATERIAL -MINERAL WOOLROOF / FLOOR DECKFIRESTOP JOINT SPRAYMETAL CEILINGTRACK RUNNERPARTITION PER PLAN1"ACOUSTICAL SEALANT1"FASTEN METALCEILING TRACKRUNNER TO CLIPSBEAM PER STRUCTURALZ-CLIP @ 2'-0" O.C. FASTENBEFORE SFRM APPLICATIONSFRM PER UL RATING6"NO GWB SCREWS ABOVETHIS POINT. NO SCREWSINTO RUNNER2" WIDE STEEL STRAPS -24" O.C.FORMING MATERIAL -MINERIAL WOOL PLUGSSOUND ATTENUATIONBLANKETSRATED HEAD CONDITIONNON RATED HEAD CONDITIONNON RATED HEAD CONDITIONAT BEAMROOF / FLOOR DECKNO GWB SCREWS ABOVETHIS POINT. NO SCREWSINTO RUNNERMETAL CEILINGTRACK RUNNERPARTITION PER PLAN2" WIDE STEELSTRAPS - 24" O.C.PARTITION PER PLANNO GWB SCREWS ABOVETHIS POINT. NO SCREWSINTO RUNNER6"6"1"CONTROL JOINTACOUSTICAL SEALANT - BOTHSIDESMETAL STUD PER PARTITIONTYPEGWB PER PARTITION TYPE7/8" HAT CHANNELCMU PARTITIONCMU PARTITION PER PLANROOF/ FLOOR JOIST PER STRUCUTURAL1"SFRM PER FLOOR ASSEMBLYCUT BLOCK AS NEED TO PROVIDE 1" GAP BETWEENSTRUCUTRAL AND PARTITIONROOF/FLOOR DECKING PER ASSEMBLYCONT. ANGLE PER STRUCTRAL FORPARTITION LATERAL BRACINGCUT BLOCK AS NEED TO PROVIDE1" GAP BETWEEN STRUCUTRALAND PARTITIONMINERAL WOOL BATT INSULATIONSPRAY OR TROWELED FIRESTOPCMU PARTITION RATED HEAD DETAILAT JOIST / BEAMCMU PARTITION RATED HEAD DETAILBETWEEN JOIST / BEAM1"CMU PARTITION PER PLANANGLE PER STRUCTURALANCHORED TO BEAM / JOISTCUT BLOCK AS NEED TO PROVIDE1" GAP BETWEEN STRUCUTRALAND PARTITIONROOF/FLOOR DECKING PERASSEMBLYCONT. ANGLE PER STRUCTRALFOR PARTITION LATERALBRACINGMINERAL WOOL BATTINSULATIONSPRAY OR TROWELEDFIRESTOPCMU PARTITION RATED HEAD DETAILAT JOIST / BEAMCMU PARTITION HEAD DETAILAT BEAM1"SFRMBEAM, SEE STRUCTURALROOF/FLOOR DECKINGPER ASSEMBLYCONT. ANGLE WELDEDTO BEAM1"FIRE STOPPING AT RATEDCONDITIONS,COMPRESSIBLE FILLER W/ACOUSTICAL SEALANT ATNON RATED CONDITIONSCMU PARTITION HEAD DETAILOFFSET UNDER BEAMCMU PARTITION PER PLANSFRMBEAM - SEE STRUCTURALROOF/FLOOR DECKING PERASSEMBLYCONT. ANGLE WELDED TO BEAM1"FIRE STOPPING AT RATEDCONDITIONS, COMPRESSIBLEFILLER W/ ACOUSTICAL SEALANTAT NON RATED CONDITIONS3" MINCMU PARTITION HEAD DETAILADJACENT TO BEAMCMU PARTITION PER PLANROOF/FLOOR DECKINGPER ASSEMBLYCONT. ANGLEWELDED TOBEAMAS REQ'D FOR RATINGFIRE STOPPING AT RATEDCONDITIONS, COMPRESSIBLEFILLER W/ ACOUSTICALSEALANT AT NON RATEDCONDITIONSSFRMPARTITION RATING:0xx.xx NON-RATED1xx.xx 1-HOUR RATED2xx.xx 2-HOUR RATED3xx.xx 3-HOUR RATED4xx.xx 4-HOUR RATEDPARTITION RATINGPARTITION MATERIALNOMINAL WIDTH OF STRUCTURENXN.NX XPARTITION HEIGHT CATEGORY(EXTEND TO STRUCTURE IF NOT INDICATED)PARTITION MODIFIERPARTITION CONSTRUCTION:xFx.xx FURRINGxGx.xx GYP / METAL STUDxSx.xx SHAFTxMx.xx MASONRYxWx.xx GYP / WOOD STUDxEx.xx EXISTINGNOMINAL WIDTH OF STRUCTURE:(SEE PARTITION STRUCTURE KEY)LAYERS OF 5/8" GYPSUM BOARD:xxx.1x ONE LAYER OF GYP ON VISIBLE SIDE OF PARTITIONxxx.2x ONE LAYER OF GYP ON EACH SIDE OF PARTITIONxxx.3x ONE LAYER OF GYP ON ONE SIDE AND TWO LAYERS ON OPPOSITE SIDE OF PARTITIONxxx.4x TWO LAYERS OF GYP ON EACH SIDE OF PARTITIONxxx.5x TWO LAYERS OF GYP ON VISIBLE SIDE OF PARTITIONPARTITION MODIFIER:AABOVE ACCESS FLOORGGROUT MASONRY SOLIDIIMPACT RESISTANTKSMOKE RATEDMMETAL PANELOMOVABLE PARTITION(OPERABLE)RMOISTURE RESISTANTSSOUND ATTENUATION BATTSVVAPOR BARRIERZACCENT WALL(SEE INTERIOR DETAILS)LAYERS OF 5/8" GYPSUM BOARDPARTITION HEIGHT CATEGORY:xxx.xA EXTEND TO STRUCTURE ABOVExxx.xB TERMINATE ABOVE CEILINGxxx.xC TERMINATE AT CEILINGxxx.xP PARTIAL HEIGHT PARTITIONSNON STRUCTURAL METAL FRAMINGCONCRETE MASONRY UNIT (CMU)METAL FURRING CHANNELSNON STRUCTURAL SHAFT FRAMINGWOOD FRAMINGxG1.xx 1-5/8" METAL STUDxG2.xx 2-1/2" METAL STUDxG3.xx 3-5/8" METAL STUDxG4.xx 4" METAL STUDxG6.xx 6" METAL STUDxG8.xx 8" METAL STUDxM4.xx 4" CMUxM6.xx 6" CMUxM8.xx 8" CMUxM12.xx 12" CMUxF0.xx 1/2" FURRING CHANNELxF1.xx 7/8" FURRING CHANNELxF2.xx 1-1/2" FURRING CHANNELNOTE: FOR SIZES ABOVE xF2x USE NON-STRUCTURAL METAL FRAMINGATTACHED TO SUBSTRATExS2.xx 2-1/2" C-H STUD W/ 1" GYP SHAFT LINERxS4.xx 4" C-H STUD W/ 1" GYP SHAFT LINERxS6.xx 6" C-H STUD W/ 1" GYP SHAFT LINERxW4.xx 2X4 WOOD FRAMINGxW6.xx 2X6 WOOD FRAMINGxW8.xx 2X8 WOOD FRAMING09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A0.1.0WALL TYPES -INTERIOR PARTITIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLEGENERAL NOTES - PARTITIONSPARTITION HEIRARCHYPARTITION TAG KEY 1" = 1'-0"<xS3A> SHAFT - SLAB TO DECK 1" = 1'-0"<xMxA> MASONRY - SLAB TO DECK 1" = 1'-0"<xGxAx> GWB - SLAB TO DECK 3" = 1'-0"HEAD OF WALL DETAIL - DEFLECTION TRACK 3" = 1'-0"HEAD DETAIL - DEFLECTION TRACKPARTITION STRUCTURE KEYPARTITION TYPESFIRE EXTINGUISHER CABINETGWB PARTITION, DEFLECTION TRACKCMU CONTROL JOINTSGWB CONTROL JOINTS 1 1/2" = 1'-0"CONTROL JOINT - CMU 1 1/2" = 1'-0"HEAD - GWB - COND. B(2) 1 1/2" = 1'-0"HEAD - GWB - COND. B(1) 1 1/2" = 1'-0"HEAD - GWB - COND. C 1 1/2" = 1'-0"HEAD - GWB - COND. C (ACT) 1 1/2" = 1'-0"HEAD - GWB - PERPENDICULAR TO DECK - COND. A 1 1/2" = 1'-0"HEAD - GWB - PARALLEL TO DECKING 3" = 1'-0"GWB CONTROL JOINT AT FRAMING CHANGEGWB HEAD CONDITIONSCMU HEAD CONDITIONS 1 1/2" = 1'-0"HEAD - CMU - PARALLEL TO DECKING 1 1/2" = 1'-0"HEAD - CMU RATED - PERPENDICULAR TO DECKINGNO. REASON DATE
V A NGRD8036195.01
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F EFEFEFEFE13' - 0 "14' - 0 "09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.0.1ARCHITECTURAL SITEPLANCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1" = 30'-0"A1.0.11FLOOR PLAN - LEVEL 1 - SITENO. REASON DATE
UPUPFEC
FECFECFECFECF E C FECFECFECFECF E
F EFEFEFEFE
34466891011EECCAAHHHHMMLL7JJJJEEDDFF1AAAABB1.2DD1A3.1.2XXWWVZTRSTAIR 3115DOCKLEVELER3' - 4"20' - 8"18' - 8"5' - 4"16' - 0"8' - 0"24' - 0"16' - 0"60' - 8"32' - 0"32' - 0"32' - 0"32' - 0"5' - 4"32' - 0"1DA3.1.1YY25BBCC2.8U1CA3.1.03A3.1.21AA3.1.0SPIRITGEAR165OFFICE173MAIL/STORAGE168ELECT./IT108BUILDINGSTORAGE161FIREPUMP164STAIR 2111RESIDENTIALDINING131DISHWAREWASH149EMERGENCYELECTRICALROOM151LOADINGDOCK153MACHINEROOM112MEN155WOMEN156FOODSERVICEOPERATIONS157CHEFOFFICE158KITCHENBOH142PIZZA/GRILL132BBQ133JAN141BAKESHOP/HOME134PREP147GLOBALGRILL135DELI/PRODUCEMARKET136MEN116WOMEN117GMR193GMR192GMR191GMR190HOUSEKEEPING194ELECT./IT124STORAGE184DRESS183DRESS182OFFICE181FITNESSENTRY180FITNESS122CAMPBELLTIMES187STAIR 4119WOMEN120MEN121MULTIPURPOSEROOM185MEN106WOMEN107FREEZERWALK-IN143COOLERWALK-IN144ELEVATOR109MAINELECTRICALROOM152UNIONADMIN.1662A3.1.21AA3.1.1CAFELOUNGE195GAMING189-2THEOASIS196NORTHVESTIBULE104SOUTHVESTIBULE101STORAGE145OFFICE167STOR.188A.5A.5OFFICE169STOR178CORRIDOR160CORRIDOR110CORRIDOR154RECEIVING/PROCESSING162MGR./CASHOFFICE163OFFICE172OFFICE175OFFICE177MONEYROOM171FOODSERVICEADMIN.170CORRIDOR148CORRIDOR10514' - 0"18' - 0"24' - 0"11' - 4"8' - 8"10.00°14' - 8"34' - 4"23' - 6"16' - 6"2' - 0"2' - 4"V.2W.5W.5BB.5DD.5EE.5FF.5FF.512C.9YSGG2' - 0"OASISBOH197GREATHALL103STAIR 1102FITNESSSTAIR1236.2BAG INBOX146STOR.139PIZZA/GRILLWALK-IN138PREP137CORRIDOR186HH.5HH.5ELEVATOR125OASISCOOLER_198CORR11410.00°2' - 0"22' - 0"22' - 0"10' - 0"10.00°2' - 0"32' - 0"32' - 0"18' - 0"18' - 0"18' - 0"18' - 0"5.00°5.00°5.00°2' - 0"21' - 4"18' - 0"18' - 0"2' - 0"5.00°10.00°20.00°10.00°10.00°10.00°2' - 0"10.00°10.00°10.00°14' - 0"8"17' - 4"24' - 0"11' - 4"8' - 8"9' - 5"18' - 0"21' - 4"2' - 0"2' - 0"8' - 8 "1 1 ' - 4"1 6 ' - 6"2 3 ' - 6"4 0 ' - 0 "4 0 ' - 0 "2 2 ' - 8 "9 ' - 4 "2' - 0 "2 ' - 0"50.00°2' - 0"OPENSTUDY189-11.WORK NOTED "BY OTHERS" OR "NIC" SHALL BE PROVIDED BY OWNER ORUNDER SEPARATE CONTRACT.2.SEE SHEET A001 FOR PARTITION TYPES.3.SEE SHEET A002 FOR EXTERIOR WALL AND ROOF ASSEMBLIES4.SEE SHEET A911 FOR DOOR TYPES AND DETAILS5.PROVIDE CONTROL JOINTS ON GYP. BD. ASSEMBLIES PERSPECIFICATIONS AND WHERE SHOWN.6.REFER TO BUILDING REGION PLANS FOR ALL DOOR TAGS, ROOM NAMESAND NUMBERS, AND ENLARGED PLAN CALLOUTS.7.EXTEND WALLS TO DECK ABOVE STOREFRONT SYSTEMS AND GLASSWALL PARTITIONS.8.REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD CONDITIONSWHEN APPLICABLE. CONFIRM THAT WORK IS BUILDABLE AS SHOWN.ANY CONFLICTS OR OMISSIONS SHALL BE IMMEDIATELY REPORTED TOTHE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OFWORK IN QUESTIONS.9.COORDINATE AND PROVIDE METAL OR RATED SOLID WOOD BLOCKING(FIRE TREATED) IN PARTITIONS AND CEILING FOR MILLWORK, WALL ANDCEILING ATTACHED ITEMS AS SPECIFIED.10.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALLPARTITION LOCATIONS, DIMENSIONS AND TYPES, DOOR AND WINDOWLOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. INCASE OFCONFLICT, NOTIFY ARCHITECT.11.COORDINATE WITH TENANT AND OWNER, THE SCHEDULE FORTELEPHONE, DATA, SECURITY AND AUDIO VISUAL INSTALLATIONS.12.PROVIDE PARTITION TYPE WITH THE HIGHEST UL AND/OR ACOUSTICALPERFORMANCE RATING WHERE MORE THAN ONE PARTITION TYPE ISINDICATED. PARTITIONS SHALL BE HEAD CONDITION 'A' UNLESSOTHERWISE NOTED.13.OFFSET ELECTRICAL AND TELEPHONE OUTLETS 16" MINIMUM INSEPARATE STUD WALL CAVITIES.FIRE BARRIERFIRE & SMOKE BARRIER1-HOUR2-HOUR3-HOUR0.5-HOUR1-HOURFIRE PARTITIONFIRE WALL2-HOUR3-HOUR4-HOUR1-HOUR2-HOUR3-HOUR0-HOUR1-HOURSMOKE BARRIERSMOKE PARTITIONPARTITION RATING:0xx.xx NON-RATED1xx.xx 1-HOUR RATED2xx.xx 2-HOUR RATED3xx.xx 3-HOUR RATED4xx.xx 4-HOUR RATEDPARTITION RATINGPARTITION MATERIALNOMINAL WIDTH OF STRUCTURENXN.NX XPARTITION HEIGHT CATEGORY(EXTEND TO STRUCTURE IF NOT INDICATED)PARTITION MODIFIERPARTITION CONSTRUCTION:xFx.xx FURRINGxGx.xx GYP / METAL STUDxSx.xx SHAFTxMx.xx MASONRYxWx.xx GYP / WOOD STUDxEx.xx EXISTINGNOMINAL WIDTH OF STRUCTURE:(SEE PARTITION STRUCTURE KEY)LAYERS OF 5/8" GYPSUM BOARD:xxx.1x ONE LAYER OF GYP ON VISIBLE SIDE OF PARTITIONxxx.2x ONE LAYER OF GYP ON EACH SIDE OF PARTITIONxxx.3x ONE LAYER OF GYP ON ONE SIDE AND TWO LAYERS ON OPPOSITE SIDE OF PARTITIONxxx.4x TWO LAYERS OF GYP ON EACH SIDE OF PARTITIONxxx.5x TWO LAYERS OF GYP ON VISIBLE SIDE OF PARTITIONPARTITION MODIFIER:AABOVE ACCESS FLOORGGROUT MASONRY SOLIDIIMPACT RESISTANTKSMOKE RATEDMMETAL PANELOMOVABLE PARTITION(OPERABLE)RMOISTURE RESISTANTSSOUND ATTENUATION BATTSVVAPOR BARRIERZACCENT WALL(SEE INTERIOR DETAILS)LAYERS OF 5/8" GYPSUM BOARDPARTITION HEIGHT CATEGORY:xxx.xA EXTEND TO STRUCTURE ABOVExxx.xB TERMINATE ABOVE CEILINGxxx.xC TERMINATE AT CEILINGxxx.xP PARTIAL HEIGHT PARTITIONS09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.1.1FLOOR PLAN -OVERALL LEVEL 01CAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE1 PROVIDE ELECTRONIC OPTICAL TURNSTILES NA 1/16" = 1'-0"A1.1.11FLOOR PLAN - LEVEL 1 OVERALL (1/16" SCALE)GENERAL NOTESKEY PLANSHEET KEYNOTESABCDNO. REASON DATE
FEC
FECFECFEC34466CCAAMM1AAB1.2DD1A3.1.2A2.1.35CXXWWVA2.1.61AA2.1.33CYY25BBCC2.8UHOUSEKEEPING194DRESS183DRESS182MEN121OFFICE1813' - 4"20' - 8"18' - 8"5' - 4"16' - 0"8' - 0"24' - 0"16' - 0"2' - 0"16' - 6"23' - 6"34' - 4"14' - 8"2' - 4"FS4001SimFS4002Sim1 / A1.1.1B1 / A1 .1.1B
A6.0.21AA6.0.61A6AA3.2.1A2.1.21DA2.1.21AA2.1.64CA2.1.61CA2.1.63CA2.1.53AMULTIPURPOSEROOM1854AA3.2.2CAMPBELLTIMES187GMR191GMR192GMR193FITNESSENTRY180THEOASIS196ELEVATOR125ELEVATOR125STOR.188STORAGE18418' - 0"24' - 0"11' - 4"8' - 8"A4.1.11A1AA3.2.21AA3.2.41AA3.2.3A8.2.21DA8.2.25CA8.2.25A6AA3.2.24AA3.2.12A3.1.2WOMEN120GAMING189-2CAFELOUNGE195ELECT./IT1242AA3.2.34AA3.2.35AA3.2.4A4.0.11BA4.0.14D6AA3.2.3A6.0.25A197120121196193192191190183182184181194124185-1122187188185-2FITNESS122CORRIDOR186119-1A4.1.31AA4.1.35A1CA.5A.55DA8.2.14CA8.2.11AA5.1.211A1AAFS-04AFS-33AFS-50AFS-51AFS-52AFS-55GMR1900G6.1A0G6.1A0G6.1A0G6.1AAFS-52AFS-52AFS-53V.2W.5W.5BB.52' - 0"48' - 0"2' - 0"4' - 8"28' - 0"15' - 4"14' - 0"10.00°170.00°2' - 0"10' - 0"22' - 0"22' - 0"32' - 0"22' - 8"86' - 8"6' - 8"2' - 0"116' - 0"6' - 8"9' - 4"6' - 8"6' - 8"17' - 4"1' - 4"4' - 0"1' - 4"17' - 4"1' - 4"4' - 0"1' - 4"17' - 4"1' - 4"4' - 0"1' - 4"6' - 8"1' - 4"1' - 4"4' - 0"1' - 4"9' - 4"6' - 8"4' - 0"1' - 4"6' - 0"4' - 0"5' - 4"4' - 0"24' - 0"4' - 0"2' - 0"2' - 0"2' - 8"195-1195-22AA3.2.26.280.00°FITNESSSTAIR1233AA3.2.4A5.1.11AA5.1.61EA5.1.62CA5.1.62EA5.1.64EA5.1.65EA5.1.64CA5.1.65CA5.1.65AA5.1.211DA5.1.211E10' - 0"4' - 8"8' - 0"1' - 4"20' - 0"1' - 4"8' - 0"4' - 8"SOASISBOH197OASISCOOLER_198180AFS-54
OPENSTUDY189-1A8.4.51AADD ALT2' - 0"9' - 0"2' - 0"6' - 0"3' - 0"2' - 0"6' - 8"4' - 0"1' - 4"9' - 4"1' - 4"4' - 0"1' - 4"9' - 4"22' - 8"4' - 0"1' - 4"9' - 4"6' - 8"7' - 4"4' - 8"93' - 4"A8.2.16CA8.2.15A1C2' - 8"9' - 6 7/8"1' - 6 7/8"119-222' - 8"2' - 0"2' - 0"10.00°3' - 4"3' - 4"6' - 10"10.00°16' - 10"7' - 2"8' - 0"2' - 0"6' - 8"0G6.2A S0G6.20G6.2A0G6.2A S0G6.2A S0G6.2A0G6.2AFIRE BARRIERFIRE & SMOKE BARRIER1-HOUR2-HOUR3-HOUR0.5-HOUR1-HOURFIRE PARTITIONFIRE WALL2-HOUR3-HOUR4-HOUR1-HOUR2-HOUR3-HOUR0-HOUR1-HOURSMOKE BARRIERSMOKE PARTITION1.WORK NOTED "BY OTHERS" OR "NIC" SHALL BE PROVIDED BY OWNER ORUNDER SEPARATE CONTRACT.2.SEE SHEET A001 FOR PARTITION TYPES.3.SEE SHEET A002 FOR EXTERIOR WALL AND ROOF ASSEMBLIES4.SEE SHEET A911 FOR DOOR TYPES AND DETAILS5.PROVIDE CONTROL JOINTS ON GYP. BD. ASSEMBLIES PERSPECIFICATIONS AND WHERE SHOWN.6.REFER TO BUILDING REGION PLANS FOR ALL DOOR TAGS, ROOM NAMESAND NUMBERS, AND ENLARGED PLAN CALLOUTS.7.EXTEND WALLS TO DECK ABOVE STOREFRONT SYSTEMS AND GLASSWALL PARTITIONS.8.REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD CONDITIONSWHEN APPLICABLE. CONFIRM THAT WORK IS BUILDABLE AS SHOWN.ANY CONFLICTS OR OMISSIONS SHALL BE IMMEDIATELY REPORTED TOTHE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OFWORK IN QUESTIONS.9.COORDINATE AND PROVIDE METAL OR RATED SOLID WOOD BLOCKING(FIRE TREATED) IN PARTITIONS AND CEILING FOR MILLWORK, WALL ANDCEILING ATTACHED ITEMS AS SPECIFIED.10.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALLPARTITION LOCATIONS, DIMENSIONS AND TYPES, DOOR AND WINDOWLOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. INCASE OFCONFLICT, NOTIFY ARCHITECT.11.COORDINATE WITH TENANT AND OWNER, THE SCHEDULE FORTELEPHONE, DATA, SECURITY AND AUDIO VISUAL INSTALLATIONS.12.PROVIDE PARTITION TYPE WITH THE HIGHEST UL AND/OR ACOUSTICALPERFORMANCE RATING WHERE MORE THAN ONE PARTITION TYPE ISINDICATED. PARTITIONS SHALL BE HEAD CONDITION 'A' UNLESSOTHERWISE NOTED.13.OFFSET ELECTRICAL AND TELEPHONE OUTLETS 16" MINIMUM INSEPARATE STUD WALL CAVITIES.PARTITION RATING:0xx.xx NON-RATED1xx.xx 1-HOUR RATED2xx.xx 2-HOUR RATED3xx.xx 3-HOUR RATED4xx.xx 4-HOUR RATEDPARTITION RATINGPARTITION MATERIALNOMINAL WIDTH OF STRUCTURENXN.NX XPARTITION HEIGHT CATEGORY(EXTEND TO STRUCTURE IF NOT INDICATED)PARTITION MODIFIERPARTITION CONSTRUCTION:xFx.xx FURRINGxGx.xx GYP / METAL STUDxSx.xx SHAFTxMx.xx MASONRYxWx.xx GYP / WOOD STUDxEx.xx EXISTINGNOMINAL WIDTH OF STRUCTURE:(SEE PARTITION STRUCTURE KEY)LAYERS OF 5/8" GYPSUM BOARD:xxx.1x ONE LAYER OF GYP ON VISIBLE SIDE OF PARTITIONxxx.2x ONE LAYER OF GYP ON EACH SIDE OF PARTITIONxxx.3x ONE LAYER OF GYP ON ONE SIDE AND TWO LAYERS ON OPPOSITE SIDE OF PARTITIONxxx.4x TWO LAYERS OF GYP ON EACH SIDE OF PARTITIONxxx.5x TWO LAYERS OF GYP ON VISIBLE SIDE OF PARTITIONPARTITION MODIFIER:AABOVE ACCESS FLOORGGROUT MASONRY SOLIDIIMPACT RESISTANTKSMOKE RATEDMMETAL PANELOMOVABLE PARTITION(OPERABLE)RMOISTURE RESISTANTSSOUND ATTENUATION BATTSVVAPOR BARRIERZACCENT WALL(SEE INTERIOR DETAILS)LAYERS OF 5/8" GYPSUM BOARDPARTITION HEIGHT CATEGORY:xxx.xA EXTEND TO STRUCTURE ABOVExxx.xB TERMINATE ABOVE CEILINGxxx.xC TERMINATE AT CEILINGxxx.xP PARTIAL HEIGHT PARTITIONS09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.1.1AFLOOR PLAN - LEVEL 01- REGION ACAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A1.1.1A1FLOOR PLAN - LEVEL 1 REGION A (1/8" SCALE)GENERAL NOTESKEY PLANSHEET KEYNOTESABCDNO. REASON DATE
FECFECFEC AMMLL7DDBA2.1.31CXXWWVZYY32' - 0"1 / A1.1.1D1 / A1.1.1C1 / A1.1.1A1 / A1.1.1DA6.0.11AA2.1.51CA2.1.91AA2.1.93A3A3.1.21AA3.2.1A8.2.37AA8.2.41A1AA3.2.52AA3.2.5A005A4.1.45CA4.1.45A2AA3.2.111AA3.2.11NORTHVESTIBULE104SOUTHVESTIBULE101104-3104-4101-1101-2101-3101-4A5.1.16AAFS-11BAFS-16A8.2.51FAFS-56AFS-59AFS-60AFS-57A8.2.61AA F S -4 8
AFS-47AFS-49A FS-7 9
A F S -8 0
32' - 0"2' - 0"1' - 4"25' - 4"3' - 4"2' - 8"3' - 4"25' - 4"3' - 4"3' - 4"1' - 4"9' - 4"3' - 4"2' - 11 1/2"104-1104-2STAIR 11021A5.1.65AA5.1.213AA5.1.213CA5.1.211DGREATHALL1034' - 8"
1' - 4"
7' - 4 "
1' - 4"
14' - 8"
20 ' - 0"
40 ' - 0"
40' - 0"
4 0 ' - 0"
22 ' - 8"SA8.2.41DV6' - 5 3/4"A8.1.51OPEN TO LEVEL 02 ABOVEAFS-55A FS-54PARTITION RATING:0xx.xx NON-RATED1xx.xx 1-HOUR RATED2xx.xx 2-HOUR RATED3xx.xx 3-HOUR RATED4xx.xx 4-HOUR RATEDPARTITION RATINGPARTITION MATERIALNOMINAL WIDTH OF STRUCTURENXN.NX XPARTITION HEIGHT CATEGORY(EXTEND TO STRUCTURE IF NOT INDICATED)PARTITION MODIFIERPARTITION CONSTRUCTION:xFx.xx FURRINGxGx.xx GYP / METAL STUDxSx.xx SHAFTxMx.xx MASONRYxWx.xx GYP / WOOD STUDxEx.xx EXISTINGNOMINAL WIDTH OF STRUCTURE:(SEE PARTITION STRUCTURE KEY)LAYERS OF 5/8" GYPSUM BOARD:xxx.1x ONE LAYER OF GYP ON VISIBLE SIDE OF PARTITIONxxx.2x ONE LAYER OF GYP ON EACH SIDE OF PARTITIONxxx.3x ONE LAYER OF GYP ON ONE SIDE AND TWO LAYERS ON OPPOSITE SIDE OF PARTITIONxxx.4x TWO LAYERS OF GYP ON EACH SIDE OF PARTITIONxxx.5x TWO LAYERS OF GYP ON VISIBLE SIDE OF PARTITIONPARTITION MODIFIER:AABOVE ACCESS FLOORGGROUT MASONRY SOLIDIIMPACT RESISTANTKSMOKE RATEDMMETAL PANELOMOVABLE PARTITION(OPERABLE)RMOISTURE RESISTANTSSOUND ATTENUATION BATTSVVAPOR BARRIERZACCENT WALL(SEE INTERIOR DETAILS)LAYERS OF 5/8" GYPSUM BOARDPARTITION HEIGHT CATEGORY:xxx.xA EXTEND TO STRUCTURE ABOVExxx.xB TERMINATE ABOVE CEILINGxxx.xC TERMINATE AT CEILINGxxx.xP PARTIAL HEIGHT PARTITIONSFIRE BARRIERFIRE & SMOKE BARRIER1-HOUR2-HOUR3-HOUR0.5-HOUR1-HOURFIRE PARTITIONFIRE WALL2-HOUR3-HOUR4-HOUR1-HOUR2-HOUR3-HOUR0-HOUR1-HOURSMOKE BARRIERSMOKE PARTITION1.WORK NOTED "BY OTHERS" OR "NIC" SHALL BE PROVIDED BY OWNER ORUNDER SEPARATE CONTRACT.2.SEE SHEET A001 FOR PARTITION TYPES.3.SEE SHEET A002 FOR EXTERIOR WALL AND ROOF ASSEMBLIES4.SEE SHEET A911 FOR DOOR TYPES AND DETAILS5.PROVIDE CONTROL JOINTS ON GYP. BD. ASSEMBLIES PERSPECIFICATIONS AND WHERE SHOWN.6.REFER TO BUILDING REGION PLANS FOR ALL DOOR TAGS, ROOM NAMESAND NUMBERS, AND ENLARGED PLAN CALLOUTS.7.EXTEND WALLS TO DECK ABOVE STOREFRONT SYSTEMS AND GLASSWALL PARTITIONS.8.REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD CONDITIONSWHEN APPLICABLE. CONFIRM THAT WORK IS BUILDABLE AS SHOWN.ANY CONFLICTS OR OMISSIONS SHALL BE IMMEDIATELY REPORTED TOTHE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OFWORK IN QUESTIONS.9.COORDINATE AND PROVIDE METAL OR RATED SOLID WOOD BLOCKING(FIRE TREATED) IN PARTITIONS AND CEILING FOR MILLWORK, WALL ANDCEILING ATTACHED ITEMS AS SPECIFIED.10.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALLPARTITION LOCATIONS, DIMENSIONS AND TYPES, DOOR AND WINDOWLOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. INCASE OFCONFLICT, NOTIFY ARCHITECT.11.COORDINATE WITH TENANT AND OWNER, THE SCHEDULE FORTELEPHONE, DATA, SECURITY AND AUDIO VISUAL INSTALLATIONS.12.PROVIDE PARTITION TYPE WITH THE HIGHEST UL AND/OR ACOUSTICALPERFORMANCE RATING WHERE MORE THAN ONE PARTITION TYPE ISINDICATED. PARTITIONS SHALL BE HEAD CONDITION 'A' UNLESSOTHERWISE NOTED.13.OFFSET ELECTRICAL AND TELEPHONE OUTLETS 16" MINIMUM INSEPARATE STUD WALL CAVITIES.09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.1.1BFLOOR PLAN - LEVEL 01- REGION BCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A1.1.1B1FLOOR PLAN - LEVEL 1 REGION B (1/8" SCALE)GENERAL NOTESKEY PLANSHEET KEYNOTESABCD1 PROVIDE ELECTRONIC OPTICAL TURNSTILES NANO. REASON DATE
FECF E C FECFECF E
F EFEFEFEFE
A 2 .1 .3
5 A HHHHJJJJEEEEDDDDFFFFXWVZA2.1.33AA2.1.31A1DA3.1.1A8.2.5STAIR 3115MEN116WOMEN1178 ' - 8"1 1 ' - 4"1 6 ' - 6"23' - 6 "4 0 ' - 0 "1 / A 1.1 .1 B1 / A1.1.1DA6.0.16AA8.2.56FA8.2.56C4A6AFS4046SimFS4045SimFS4042SimFS4041SimFS4011SimFS4012SimFS4018SimFS4019SimFS4021SimFS4022SimFS4031SimFS4032SimFS4024SimFS4025SimA2.1.43D4AA3.2.62AA3.2.6RESIDENTIALDINING1311A5' - 8"A8.2.41A1AA3.1.1A4.0.14B6AA3.2.54AA3.2.51AA3.2.66AA3.2.61AA3.2.7BAKESHOP/HOME134PIZZA/GRILL132GLOBALGRILL135PREP147DISHWAREWASH149EMERGENCYELECTRICALROOM151MAINELECTRICALROOM152116114131-1131-2131-3115-2PREP137117115-1151152JAN141PIZZA/GRILLWALK-IN138KITCHENBOH142141192' - 6"192' - 6"105CORRIDOR148A5.1.16ASTOR.139133A8.2.51CA8.2.56DA8.2.51DA8.2.54FA8.2.51F0G6.1A0G6.1A0G6.1A S0G6.2A S0G6.5A S0G6.2A S0G6.2A S0G6.1A S0G6.2A0G6.2A0G6.2A0G6.2A0G6.2A0G6.2A0G6.2A0G6.1A0G6.2A0G6.2A0G6.2A0G6.2A0G6.2A0G6.2A0G6.2A0G6.2A0G6.2A0G6.2A0G6.1A2G6.4A S2G6.4A S2G6.4A S2G6.4A S0G6.1AA8.2.54CA8.2.54D0G6.2A0G6.1A0G6.1A1390G6.2AW.5DD.5DD.5EE.5EE.5FF.5FF.5Y2' - 0"4' - 0"24' - 0"4' - 0"2' - 0"4' - 8"7' - 4"4' - 8"4' - 0"24' - 0"4' - 0"16' - 8"6' - 8"4' - 0"32' - 0"2 ' - 0"1 ' - 4 "7 ' - 4"6 7 ' - 6"6' - 4 "1 2 ' - 4"6 ' - 4 "4' - 2 "9 6 ' - 8 "A5.1.11CA5.1.15CA5.1.17EA5.1.23AA5.1.15EA5.1.21AA5.1.215ADELI/PRODUCEMARKET136GREATHALL103DELI/PRODUCEMARKET136A5.1.213A1' - 4"2 ' - 8 "A5.1.211B32' - 0"32' - 0"2' - 0"23' - 4"18' - 0"BBQ133GLOBALGRILL135CORRIDOR105AFS-79
A F S -8 0
1 ' - 1 1"1 5 ' - 7"13' - 6 3 /4 "1 ' - 4 "BREAKFAST136-14' - 0"24' - 0"4' - 0"3 ' - 4"0G6.1A0G6.2A0G6.2A0G6.2A0G6.2A0G6.2A0G6.2A0G6.2A0G6.2A0G6.1A0G6.1AFIRE BARRIERFIRE & SMOKE BARRIER1-HOUR2-HOUR3-HOUR0.5-HOUR1-HOURFIRE PARTITIONFIRE WALL2-HOUR3-HOUR4-HOUR1-HOUR2-HOUR3-HOUR0-HOUR1-HOURSMOKE BARRIERSMOKE PARTITIONPARTITION RATING:0xx.xx NON-RATED1xx.xx 1-HOUR RATED2xx.xx 2-HOUR RATED3xx.xx 3-HOUR RATED4xx.xx 4-HOUR RATEDPARTITION RATINGPARTITION MATERIALNOMINAL WIDTH OF STRUCTURENXN.NX XPARTITION HEIGHT CATEGORY(EXTEND TO STRUCTURE IF NOT INDICATED)PARTITION MODIFIERPARTITION CONSTRUCTION:xFx.xx FURRINGxGx.xx GYP / METAL STUDxSx.xx SHAFTxMx.xx MASONRYxWx.xx GYP / WOOD STUDxEx.xx EXISTINGNOMINAL WIDTH OF STRUCTURE:(SEE PARTITION STRUCTURE KEY)LAYERS OF 5/8" GYPSUM BOARD:xxx.1x ONE LAYER OF GYP ON VISIBLE SIDE OF PARTITIONxxx.2x ONE LAYER OF GYP ON EACH SIDE OF PARTITIONxxx.3x ONE LAYER OF GYP ON ONE SIDE AND TWO LAYERS ON OPPOSITE SIDE OF PARTITIONxxx.4x TWO LAYERS OF GYP ON EACH SIDE OF PARTITIONxxx.5x TWO LAYERS OF GYP ON VISIBLE SIDE OF PARTITIONPARTITION MODIFIER:AABOVE ACCESS FLOORGGROUT MASONRY SOLIDIIMPACT RESISTANTKSMOKE RATEDMMETAL PANELOMOVABLE PARTITION(OPERABLE)RMOISTURE RESISTANTSSOUND ATTENUATION BATTSVVAPOR BARRIERZACCENT WALL(SEE INTERIOR DETAILS)LAYERS OF 5/8" GYPSUM BOARDPARTITION HEIGHT CATEGORY:xxx.xA EXTEND TO STRUCTURE ABOVExxx.xB TERMINATE ABOVE CEILINGxxx.xC TERMINATE AT CEILINGxxx.xP PARTIAL HEIGHT PARTITIONS1.WORK NOTED "BY OTHERS" OR "NIC" SHALL BE PROVIDED BY OWNER ORUNDER SEPARATE CONTRACT.2.SEE SHEET A001 FOR PARTITION TYPES.3.SEE SHEET A002 FOR EXTERIOR WALL AND ROOF ASSEMBLIES4.SEE SHEET A911 FOR DOOR TYPES AND DETAILS5.PROVIDE CONTROL JOINTS ON GYP. BD. ASSEMBLIES PERSPECIFICATIONS AND WHERE SHOWN.6.REFER TO BUILDING REGION PLANS FOR ALL DOOR TAGS, ROOM NAMESAND NUMBERS, AND ENLARGED PLAN CALLOUTS.7.EXTEND WALLS TO DECK ABOVE STOREFRONT SYSTEMS AND GLASSWALL PARTITIONS.8.REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD CONDITIONSWHEN APPLICABLE. CONFIRM THAT WORK IS BUILDABLE AS SHOWN.ANY CONFLICTS OR OMISSIONS SHALL BE IMMEDIATELY REPORTED TOTHE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OFWORK IN QUESTIONS.9.COORDINATE AND PROVIDE METAL OR RATED SOLID WOOD BLOCKING(FIRE TREATED) IN PARTITIONS AND CEILING FOR MILLWORK, WALL ANDCEILING ATTACHED ITEMS AS SPECIFIED.10.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALLPARTITION LOCATIONS, DIMENSIONS AND TYPES, DOOR AND WINDOWLOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. INCASE OFCONFLICT, NOTIFY ARCHITECT.11.COORDINATE WITH TENANT AND OWNER, THE SCHEDULE FORTELEPHONE, DATA, SECURITY AND AUDIO VISUAL INSTALLATIONS.12.PROVIDE PARTITION TYPE WITH THE HIGHEST UL AND/OR ACOUSTICALPERFORMANCE RATING WHERE MORE THAN ONE PARTITION TYPE ISINDICATED. PARTITIONS SHALL BE HEAD CONDITION 'A' UNLESSOTHERWISE NOTED.13.OFFSET ELECTRICAL AND TELEPHONE OUTLETS 16" MINIMUM INSEPARATE STUD WALL CAVITIES.09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.1.1CFLOOR PLAN - LEVEL 01- REGION CCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A1.1.1C1FLOOR PLAN - LEVEL 1 REGION C (1/8" SCALE)GENERAL NOTESKEY PLANSHEET KEYNOTESABCDNO. REASON DATE
UPUPUPFECFECFECFECF EFEFEFE 891011ECCAAHHHH7JJJJEEFFBA2.1.11AVVTRELECT./IT108STAIR 2111WOMEN107MEN106OFFICE169MACHINEROOM1122' - 0"21' - 4"27' - 5"A4.1.71A1 / A1.1.1B1 / A 1.1 .1 B1 / A1.1.1C1 / A1.1.1CA6.0.14AA2.1.41AA2.1.41DA2.1.44AA4.1.73DA4.1.75CVA4.1.71DA2.1.53C4355 SFSPIRITGEAR165BUILDINGSTORAGE161FIREPUMP164OFFICE172OFFICE173UNIONADMIN.166KITCHENBOH142FREEZERWALK-IN143COOLERWALK-IN144WOMEN156MEN155LOADINGDOCK153CHEFOFFICE158FOODSERVICEOPERATIONS157BAG INBOX1461AA3.2.8A6.0.65AA4.0.11DA4.0.14E1AA3.2.76AA3.2.72AA3.2.84AA3.2.86AA3.2.81AA3.2.93AA3.2.11ELEVATOR109OFFICE167172173175167108161110-2110-1111-1106107145157154-1142112156155MAIL/STORAGE168170STORAGE145CORRIDOR154CORRIDOR110CORRIDOR160111-2A4.1.51A1052' - 0"14' - 8"13' - 4"15' - 4"33' - 4"RECEIVING/PROCESSING162MGR./CASHOFFICE1631635' - 4"1' - 4"4' - 0"1' - 4"9' - 4"6' - 8"4' - 0"1' - 4"6' - 0"4' - 0"5' - 4"2' - 8"8' - 0"2' - 8"4' - 0"6' - 8"4' - 0"OFFICE175OFFICE177169171168177178STOR178FOODSERVICEADMIN.170MONEYROOM171AFS-06AFS-06AFS-06AFS-06AFS-06AFS-06AFS-05AFS-06AFS-18AFS-19AFS-05AFS-20AFS-05AFS-05AFS -61AFS-63AFS-620G6.2A0G6.2A0G6.2A0G6.2A S0G6.2A S0G6.2A S0G6.2A S0G6.2A S0G6.2A S0G6.2A0G6.2A0G6.2A0G6.1A2G6.4A S2G6.4A S0G6.2A S0G6.2A S0G6.2AFS-83166-2AFS-82A F S -8 1 166-1AFS-59DD.5EE.5FF.52AA3.2.712C.9GG32' - 0"32' - 0"32' - 0"32' - 0"5' - 4"3' - 4"3' - 4"16' - 0"9' - 4"6' - 8"9' - 4"6' - 8"9' - 4"6' - 8"9' - 4"6' - 8"9' - 4"5' - 4"1' - 4"9' - 4"1' - 4"4' - 0"1' - 4"9' - 4"1' - 4"4' - 8"6' - 8"94' - 8"32' - 8"2' - 8"2' - 8"2' - 0"2' - 0"2' - 0"9' - 4"2 ' - 0"2 ' - 0"3 6 ' - 0"3 6 ' - 0"4AA3.2.72 ' - 0"A6.0.65C154-21 ' - 4 "1 6 ' - 8 "1 0 ' - 0 "10' - 8 "191' - 0"A5.1.23AA5.1.21AA5.1.25AA5.1.21CA5.1.23CA5.1.25CA5.1.25EA5.1.23EA5.1.21EA5.1.213CA5.1.215C134' - 0"14' - 8"17' - 4"44' - 0"HH.54 0 ' - 0 "32' - 0 "3' - 4"3' - 4"190' - 0"CORRIDOR105158165164154-3AFS-5812' - 8"11' - 5"4' - 8"8' - 0"6' - 8"8' - 0"6' - 8"8' - 0"4' - 8"46' - 8"192' - 8"2' - 0"7' - 7 1/4"COPY/SUPPLY170-10G6.2A0G6.2A0G6.2AFIRE BARRIERFIRE & SMOKE BARRIER1-HOUR2-HOUR3-HOUR0.5-HOUR1-HOURFIRE PARTITIONFIRE WALL2-HOUR3-HOUR4-HOUR1-HOUR2-HOUR3-HOUR0-HOUR1-HOURSMOKE BARRIERSMOKE PARTITIONPARTITION RATING:0xx.xx NON-RATED1xx.xx 1-HOUR RATED2xx.xx 2-HOUR RATED3xx.xx 3-HOUR RATED4xx.xx 4-HOUR RATEDPARTITION RATINGPARTITION MATERIALNOMINAL WIDTH OF STRUCTURENXN.NX XPARTITION HEIGHT CATEGORY(EXTEND TO STRUCTURE IF NOT INDICATED)PARTITION MODIFIERPARTITION CONSTRUCTION:xFx.xx FURRINGxGx.xx GYP / METAL STUDxSx.xx SHAFTxMx.xx MASONRYxWx.xx GYP / WOOD STUDxEx.xx EXISTINGNOMINAL WIDTH OF STRUCTURE:(SEE PARTITION STRUCTURE KEY)LAYERS OF 5/8" GYPSUM BOARD:xxx.1x ONE LAYER OF GYP ON VISIBLE SIDE OF PARTITIONxxx.2x ONE LAYER OF GYP ON EACH SIDE OF PARTITIONxxx.3x ONE LAYER OF GYP ON ONE SIDE AND TWO LAYERS ON OPPOSITE SIDE OF PARTITIONxxx.4x TWO LAYERS OF GYP ON EACH SIDE OF PARTITIONxxx.5x TWO LAYERS OF GYP ON VISIBLE SIDE OF PARTITIONPARTITION MODIFIER:AABOVE ACCESS FLOORGGROUT MASONRY SOLIDIIMPACT RESISTANTKSMOKE RATEDMMETAL PANELOMOVABLE PARTITION(OPERABLE)RMOISTURE RESISTANTSSOUND ATTENUATION BATTSVVAPOR BARRIERZACCENT WALL(SEE INTERIOR DETAILS)LAYERS OF 5/8" GYPSUM BOARDPARTITION HEIGHT CATEGORY:xxx.xA EXTEND TO STRUCTURE ABOVExxx.xB TERMINATE ABOVE CEILINGxxx.xC TERMINATE AT CEILINGxxx.xP PARTIAL HEIGHT PARTITIONS1.WORK NOTED "BY OTHERS" OR "NIC" SHALL BE PROVIDED BY OWNER ORUNDER SEPARATE CONTRACT.2.SEE SHEET A001 FOR PARTITION TYPES.3.SEE SHEET A002 FOR EXTERIOR WALL AND ROOF ASSEMBLIES4.SEE SHEET A911 FOR DOOR TYPES AND DETAILS5.PROVIDE CONTROL JOINTS ON GYP. BD. ASSEMBLIES PERSPECIFICATIONS AND WHERE SHOWN.6.REFER TO BUILDING REGION PLANS FOR ALL DOOR TAGS, ROOM NAMESAND NUMBERS, AND ENLARGED PLAN CALLOUTS.7.EXTEND WALLS TO DECK ABOVE STOREFRONT SYSTEMS AND GLASSWALL PARTITIONS.8.REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD CONDITIONSWHEN APPLICABLE. CONFIRM THAT WORK IS BUILDABLE AS SHOWN.ANY CONFLICTS OR OMISSIONS SHALL BE IMMEDIATELY REPORTED TOTHE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OFWORK IN QUESTIONS.9.COORDINATE AND PROVIDE METAL OR RATED SOLID WOOD BLOCKING(FIRE TREATED) IN PARTITIONS AND CEILING FOR MILLWORK, WALL ANDCEILING ATTACHED ITEMS AS SPECIFIED.10.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALLPARTITION LOCATIONS, DIMENSIONS AND TYPES, DOOR AND WINDOWLOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. INCASE OFCONFLICT, NOTIFY ARCHITECT.11.COORDINATE WITH TENANT AND OWNER, THE SCHEDULE FORTELEPHONE, DATA, SECURITY AND AUDIO VISUAL INSTALLATIONS.12.PROVIDE PARTITION TYPE WITH THE HIGHEST UL AND/OR ACOUSTICALPERFORMANCE RATING WHERE MORE THAN ONE PARTITION TYPE ISINDICATED. PARTITIONS SHALL BE HEAD CONDITION 'A' UNLESSOTHERWISE NOTED.13.OFFSET ELECTRICAL AND TELEPHONE OUTLETS 16" MINIMUM INSEPARATE STUD WALL CAVITIES.09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.1.1DFLOOR PLAN - LEVEL 01- REGION DCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A1.1.1D1FLOOR PLAN - LEVEL 1 REGION D (1/8" SCALE)GENERAL NOTESKEY PLANSHEET KEYNOTESABCDNO. REASON DATE
UP24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"
24"24"24"24"24"24"24"24"
24"24"24"24"24"24"24"
24"24"24"24"24"24"24"
24"24"24"24"24"24"24"
24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"FECFECFECFECFECFECFECFEC
F E C FECFE34466891011EECCAAHHHHMMLL7JJJJEEDDFF1AAAABB1.2DD1A3.1.2X.8XXWWVZTR1DA3.1.1YY25BBCCCINEMA2931234CHASE281CHASE278MEN221STAIR 4219STAIR 3215STAIR 2211CORRIDOR205POTWASH238STORAGE/STAGING253GRADASST -PROGRAM269ASST.DIRECTORSTUDENTAFFAIRS259DIRECTORSTUDENTACTIVITIES261ASST.DIRECTORGREEKLIFE263GRADASST -SGA267CABSTORAGE251COPY/SUPPLY255SGASTORAGE271GROWTH/SM MTG254SMMEETING260GREEKLIFEEXEC.OFFICE258SMMEETING266SMMEETING270SGAEXEC.OFFICE265GREEKLIFEOPENOFFICE256CONFERENCE268CABOPENOFFICE272GRADASST -INTL276STUDENTINVOLVEMENT252CABPREPROOM274GRADASST -GREEKLIFE2572.8U1CA3.1.03A3.1.21AA3.1.0MEETING280GMR285GMR284ELECT./IT224GMR286INTLOPENOFFICE275SGAOPENOFFICE264ELECT./IT208ELEVATOR209MEN206WOMEN207EVENTSTORAGE245DININGROOM231MEN216WOMEN217WOMEN220PINEBURR289STOR.2902A3.1.21AA3.1.1A.5A.5PREFUNCTION230HOUSEKEEPING(DRY)241CATERINGMEETING242CATERINGOFFICE243OFFICE244CORRIDOR239CORRIDOR210STORAGE235MOP &TRASH234COOLER236FREEZER237CABEXEC.OFFICE273V.2W.5W.5BB.5DD.5EE.5FF.5FF.512C.9YSGG6.2STAIR 1202FITNESS222GREATHALL203CORRIDOR214LINENSTORAGE246CORR247MECH212CORR250CORRIDOR233CATERINGKITCHEN232FITNESSSTAIR223HH.5HH.5ELEVATOR225LOBBY283CORR288LOBBY287CORR292CORR291SMOOTHIEBAR294SMOOTHIEBAR BOH29522' - 0"22' - 0"10' - 0"32' - 0"32' - 0"18' - 0"18' - 0"10.00°2' - 0"20.00°10.00°10.00°10.00°5.00°5.00°5.00°5.00°18' - 0"18' - 0"2' - 0"21' - 4"18' - 0"18' - 0"2' - 0"8 ' - 8"11' - 4 "16' - 6 "23' - 6 "4 0 ' - 0"4 0 ' - 0"2 2 ' - 8"9 ' - 4"2 ' - 0 "9' - 5"18' - 0"21' - 4"2' - 0"2' - 0"14' - 0"8"17' - 4"24' - 0"11' - 4"8' - 8"3' - 4"20' - 8"18' - 8"5' - 4"16' - 0"8' - 0"24' - 0"16' - 0"60' - 8"32' - 0"32' - 0"32' - 0"32' - 0"5' - 4"32' - 0"10.00°10.00°2' - 0"2' - 0"10.00°14' - 0"18' - 0"24' - 0"11' - 4"8' - 8"10.00°2' - 4"10.00°10.00°14' - 8"34' - 4"23' - 6"16' - 6"6' - 2 1/2"2' - 0"50.00°FIRE BARRIERFIRE & SMOKE BARRIER1-HOUR2-HOUR3-HOUR0.5-HOUR1-HOURFIRE PARTITIONFIRE WALL2-HOUR3-HOUR4-HOUR1-HOUR2-HOUR3-HOUR0-HOUR1-HOURSMOKE BARRIERSMOKE PARTITIONPARTITION RATING:0xx.xx NON-RATED1xx.xx 1-HOUR RATED2xx.xx 2-HOUR RATED3xx.xx 3-HOUR RATED4xx.xx 4-HOUR RATEDPARTITION RATINGPARTITION MATERIALNOMINAL WIDTH OF STRUCTURENXN.NX XPARTITION HEIGHT CATEGORY(EXTEND TO STRUCTURE IF NOT INDICATED)PARTITION MODIFIERPARTITION CONSTRUCTION:xFx.xx FURRINGxGx.xx GYP / METAL STUDxSx.xx SHAFTxMx.xx MASONRYxWx.xx GYP / WOOD STUDxEx.xx EXISTINGNOMINAL WIDTH OF STRUCTURE:(SEE PARTITION STRUCTURE KEY)LAYERS OF 5/8" GYPSUM BOARD:xxx.1x ONE LAYER OF GYP ON VISIBLE SIDE OF PARTITIONxxx.2x ONE LAYER OF GYP ON EACH SIDE OF PARTITIONxxx.3x ONE LAYER OF GYP ON ONE SIDE AND TWO LAYERS ON OPPOSITE SIDE OF PARTITIONxxx.4x TWO LAYERS OF GYP ON EACH SIDE OF PARTITIONxxx.5x TWO LAYERS OF GYP ON VISIBLE SIDE OF PARTITIONPARTITION MODIFIER:AABOVE ACCESS FLOORGGROUT MASONRY SOLIDIIMPACT RESISTANTKSMOKE RATEDMMETAL PANELOMOVABLE PARTITION(OPERABLE)RMOISTURE RESISTANTSSOUND ATTENUATION BATTSVVAPOR BARRIERZACCENT WALL(SEE INTERIOR DETAILS)LAYERS OF 5/8" GYPSUM BOARDPARTITION HEIGHT CATEGORY:xxx.xA EXTEND TO STRUCTURE ABOVExxx.xB TERMINATE ABOVE CEILINGxxx.xC TERMINATE AT CEILINGxxx.xP PARTIAL HEIGHT PARTITIONS1.WORK NOTED "BY OTHERS" OR "NIC" SHALL BE PROVIDED BY OWNER ORUNDER SEPARATE CONTRACT.2.SEE SHEET A001 FOR PARTITION TYPES.3.SEE SHEET A002 FOR EXTERIOR WALL AND ROOF ASSEMBLIES4.SEE SHEET A911 FOR DOOR TYPES AND DETAILS5.PROVIDE CONTROL JOINTS ON GYP. BD. ASSEMBLIES PERSPECIFICATIONS AND WHERE SHOWN.6.REFER TO BUILDING REGION PLANS FOR ALL DOOR TAGS, ROOM NAMESAND NUMBERS, AND ENLARGED PLAN CALLOUTS.7.EXTEND WALLS TO DECK ABOVE STOREFRONT SYSTEMS AND GLASSWALL PARTITIONS.8.REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD CONDITIONSWHEN APPLICABLE. CONFIRM THAT WORK IS BUILDABLE AS SHOWN.ANY CONFLICTS OR OMISSIONS SHALL BE IMMEDIATELY REPORTED TOTHE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OFWORK IN QUESTIONS.9.COORDINATE AND PROVIDE METAL OR RATED SOLID WOOD BLOCKING(FIRE TREATED) IN PARTITIONS AND CEILING FOR MILLWORK, WALL ANDCEILING ATTACHED ITEMS AS SPECIFIED.10.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALLPARTITION LOCATIONS, DIMENSIONS AND TYPES, DOOR AND WINDOWLOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. INCASE OFCONFLICT, NOTIFY ARCHITECT.11.COORDINATE WITH TENANT AND OWNER, THE SCHEDULE FORTELEPHONE, DATA, SECURITY AND AUDIO VISUAL INSTALLATIONS.12.PROVIDE PARTITION TYPE WITH THE HIGHEST UL AND/OR ACOUSTICALPERFORMANCE RATING WHERE MORE THAN ONE PARTITION TYPE ISINDICATED. PARTITIONS SHALL BE HEAD CONDITION 'A' UNLESSOTHERWISE NOTED.13.OFFSET ELECTRICAL AND TELEPHONE OUTLETS 16" MINIMUM INSEPARATE STUD WALL CAVITIES.09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.1.2FLOOR PLAN -OVERALL LEVEL 02CAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/16" = 1'-0"A1.1.21FLOOR PLAN - LEVEL 2 OVERALL (1/16" SCALE)GENERAL NOTESKEY PLANSHEET KEYNOTESABCDNO. REASON DATE
24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"FECFECFECFECFEC
34466CCAAMM1AA1.2DDA2.1.35CX.8XXWWVA2.1.61AA2.1.33CYY25BBCCCHASE281ELECT./IT224MEN2212.8U6AA3.2.1A2.1.64CA2.1.61CA2.1.63CA2.1.53A1CA3.1.04AA3.2.2A6.0.61CA6.0.21CA4.1.21A1AA3.2.21AA3.2.418' - 0"35' - 4"8' - 8"1AA3.2.3WOMEN220PINEBURR289GMR286GMR285GMR284STAIR 4219A8.2.81BA8.2.81E3AA3.2.16AA3.2.2A8.2.85AA8.2.91A4AA3.2.12A3.1.22AA3.2.34AA3.2.35AA3.2.4A4.0.21AA8.2.81C6AA3.2.3A8.2.86CA4.1.41AA6.0.25C290222-2292293-2293-1291220221219293-3ELEVATOR225SMOOTHIEBAR294STOR.290224A4.1.31CGREATHALL203ELEVATOR225A4.1.35CCINEMA293A.5A.5A8.2.83C0G6.1A0G6.1A0G6.1A0G6.1A0G6.1A0G6.1A0G6.1A0G6.1A0G6.1A0G6.1AAFS-52284285AFS-64AFS-64286V.2W.5W.5BB.514' - 8"34' - 4"23' - 6"16' - 6"6' - 2 1/2"2' - 4"2' - 0"48' - 0"14' - 0"15' - 4"28' - 0"4' - 8"5' - 4"4' - 0"6' - 0"1' - 4"4' - 0"6' - 8"9' - 4"1' - 4"4' - 0"1' - 4"2' - 0"2' - 0"2' - 0"10.00°2' - 8"3' - 4"20' - 8"18' - 8"5' - 4"16' - 0"8' - 0"24' - 0"16' - 0"116' - 0"2' - 0"22' - 8"86' - 8"6' - 8"6' - 8"9' - 4"6' - 8"6' - 8"17' - 4"1' - 4"4' - 0"1' - 4"17' - 4"1' - 4"4' - 0"1' - 4"17' - 4"1' - 4"4' - 0"1' - 4"6' - 8"1' - 4"22' - 0"22' - 0"10' - 0"46' - 8"32' - 0"4' - 0"24' - 0"4' - 0"SMOOTHIEBAR BOH2952952942AA3.2.26.26.23AA3.2.4A5.1.71AA5.1.213ESimA5.1.236AA5.1.231SCORR291CORR292FITNESSSTAIR223LOBBY283LOBBY287CORR288FITNESS222222-1AFS-67AFS-6617' - 11"A5.1.234289AFS-51AFS-504' - 8"7' - 4"6' - 8"9' - 4"1' - 4"4' - 0"22' - 8"9' - 4"1' - 4"4' - 0"1' - 4"9' - 4"1' - 4"4' - 0"6' - 8"5' - 2 1/2"93' - 4"OPEN TO BELOW1' - 4"1' - 4"10' - 2 7/8"1' - 6 7/8"2' - 0"10' - 8"1' - 0"2' - 0"FIRE BARRIERFIRE & SMOKE BARRIER1-HOUR2-HOUR3-HOUR0.5-HOUR1-HOURFIRE PARTITIONFIRE WALL2-HOUR3-HOUR4-HOUR1-HOUR2-HOUR3-HOUR0-HOUR1-HOURSMOKE BARRIERSMOKE PARTITIONPARTITION RATING:0xx.xx NON-RATED1xx.xx 1-HOUR RATED2xx.xx 2-HOUR RATED3xx.xx 3-HOUR RATED4xx.xx 4-HOUR RATEDPARTITION RATINGPARTITION MATERIALNOMINAL WIDTH OF STRUCTURENXN.NX XPARTITION HEIGHT CATEGORY(EXTEND TO STRUCTURE IF NOT INDICATED)PARTITION MODIFIERPARTITION CONSTRUCTION:xFx.xx FURRINGxGx.xx GYP / METAL STUDxSx.xx SHAFTxMx.xx MASONRYxWx.xx GYP / WOOD STUDxEx.xx EXISTINGNOMINAL WIDTH OF STRUCTURE:(SEE PARTITION STRUCTURE KEY)LAYERS OF 5/8" GYPSUM BOARD:xxx.1x ONE LAYER OF GYP ON VISIBLE SIDE OF PARTITIONxxx.2x ONE LAYER OF GYP ON EACH SIDE OF PARTITIONxxx.3x ONE LAYER OF GYP ON ONE SIDE AND TWO LAYERS ON OPPOSITE SIDE OF PARTITIONxxx.4x TWO LAYERS OF GYP ON EACH SIDE OF PARTITIONxxx.5x TWO LAYERS OF GYP ON VISIBLE SIDE OF PARTITIONPARTITION MODIFIER:AABOVE ACCESS FLOORGGROUT MASONRY SOLIDIIMPACT RESISTANTKSMOKE RATEDMMETAL PANELOMOVABLE PARTITION(OPERABLE)RMOISTURE RESISTANTSSOUND ATTENUATION BATTSVVAPOR BARRIERZACCENT WALL(SEE INTERIOR DETAILS)LAYERS OF 5/8" GYPSUM BOARDPARTITION HEIGHT CATEGORY:xxx.xA EXTEND TO STRUCTURE ABOVExxx.xB TERMINATE ABOVE CEILINGxxx.xC TERMINATE AT CEILINGxxx.xP PARTIAL HEIGHT PARTITIONS1.WORK NOTED "BY OTHERS" OR "NIC" SHALL BE PROVIDED BY OWNER ORUNDER SEPARATE CONTRACT.2.SEE SHEET A001 FOR PARTITION TYPES.3.SEE SHEET A002 FOR EXTERIOR WALL AND ROOF ASSEMBLIES4.SEE SHEET A911 FOR DOOR TYPES AND DETAILS5.PROVIDE CONTROL JOINTS ON GYP. BD. ASSEMBLIES PERSPECIFICATIONS AND WHERE SHOWN.6.REFER TO BUILDING REGION PLANS FOR ALL DOOR TAGS, ROOM NAMESAND NUMBERS, AND ENLARGED PLAN CALLOUTS.7.EXTEND WALLS TO DECK ABOVE STOREFRONT SYSTEMS AND GLASSWALL PARTITIONS.8.REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD CONDITIONSWHEN APPLICABLE. CONFIRM THAT WORK IS BUILDABLE AS SHOWN.ANY CONFLICTS OR OMISSIONS SHALL BE IMMEDIATELY REPORTED TOTHE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OFWORK IN QUESTIONS.9.COORDINATE AND PROVIDE METAL OR RATED SOLID WOOD BLOCKING(FIRE TREATED) IN PARTITIONS AND CEILING FOR MILLWORK, WALL ANDCEILING ATTACHED ITEMS AS SPECIFIED.10.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALLPARTITION LOCATIONS, DIMENSIONS AND TYPES, DOOR AND WINDOWLOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. INCASE OFCONFLICT, NOTIFY ARCHITECT.11.COORDINATE WITH TENANT AND OWNER, THE SCHEDULE FORTELEPHONE, DATA, SECURITY AND AUDIO VISUAL INSTALLATIONS.12.PROVIDE PARTITION TYPE WITH THE HIGHEST UL AND/OR ACOUSTICALPERFORMANCE RATING WHERE MORE THAN ONE PARTITION TYPE ISINDICATED. PARTITIONS SHALL BE HEAD CONDITION 'A' UNLESSOTHERWISE NOTED.13.OFFSET ELECTRICAL AND TELEPHONE OUTLETS 16" MINIMUM INSEPARATE STUD WALL CAVITIES.09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.1.2AFLOOR PLAN - LEVEL 02- REGION ACAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A1.1.2A1FLOOR PLAN - LEVEL 2 REGION A (1/8" SCALE)GENERAL NOTESKEY PLANSHEET KEYNOTESABCDNO. REASON DATE
FECFEC CAMMLL7DDBA2.1.31CXXWWVZZYYA8.2.91EA2.1.51CA2.1.91AA2.1.93A3A3.1.2A6.0.11CA6.0.24AA8.2.94EA8.2.91C1AA3.2.52AA3.2.5MEETING280GREATHALL203AFS-69
AFS-70 AFS-1632' - 0"2' - 8"4' - 8"1' - 4"25' - 4"1' - 4"2' - 0"3' - 4"25' - 4"6' - 8"32' - 0"3' - 4"1' - 4"9' - 4"6' - 8"280-2A5.1.71AA5.1.73AA5.1.75AA5.1.221DA5.1.221AA5.1.231CA5.1.235CA5.1.235AS3' - 4"3' - 4"20 ' - 0"
40' - 0"
40' - 0"
40 ' - 0"
22' - 8"
4' - 8"
1' - 4"7' - 4"
1' - 4"
14' - 8"252AFS-71A5.1.234A5.1.235280-1AFS-68A8.2.41DV6' - 5 3/4"25' - 4"3' - 4"21 ' - 4"10.00°90.00°8' - 8"3' - 4"170.00°13' - 2 1/8"170.0 0 °
2 1 ' - 3 3 /8 "90.00°38 ' - 8"
4' - 0"
2' - 8"170.00°90.00°1 7 0 .00°8' - 8"3' - 4"13' - 2 1/8"38' - 8"
2 1 ' - 3 3 /8 "
1 0 .0 0 °10.00°OPEN TO LEVEL01 BELOW1.WORK NOTED "BY OTHERS" OR "NIC" SHALL BE PROVIDED BY OWNER ORUNDER SEPARATE CONTRACT.2.SEE SHEET A001 FOR PARTITION TYPES.3.SEE SHEET A002 FOR EXTERIOR WALL AND ROOF ASSEMBLIES4.SEE SHEET A911 FOR DOOR TYPES AND DETAILS5.PROVIDE CONTROL JOINTS ON GYP. BD. ASSEMBLIES PERSPECIFICATIONS AND WHERE SHOWN.6.REFER TO BUILDING REGION PLANS FOR ALL DOOR TAGS, ROOM NAMESAND NUMBERS, AND ENLARGED PLAN CALLOUTS.7.EXTEND WALLS TO DECK ABOVE STOREFRONT SYSTEMS AND GLASSWALL PARTITIONS.8.REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD CONDITIONSWHEN APPLICABLE. CONFIRM THAT WORK IS BUILDABLE AS SHOWN.ANY CONFLICTS OR OMISSIONS SHALL BE IMMEDIATELY REPORTED TOTHE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OFWORK IN QUESTIONS.9.COORDINATE AND PROVIDE METAL OR RATED SOLID WOOD BLOCKING(FIRE TREATED) IN PARTITIONS AND CEILING FOR MILLWORK, WALL ANDCEILING ATTACHED ITEMS AS SPECIFIED.10.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALLPARTITION LOCATIONS, DIMENSIONS AND TYPES, DOOR AND WINDOWLOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. INCASE OFCONFLICT, NOTIFY ARCHITECT.11.COORDINATE WITH TENANT AND OWNER, THE SCHEDULE FORTELEPHONE, DATA, SECURITY AND AUDIO VISUAL INSTALLATIONS.12.PROVIDE PARTITION TYPE WITH THE HIGHEST UL AND/OR ACOUSTICALPERFORMANCE RATING WHERE MORE THAN ONE PARTITION TYPE ISINDICATED. PARTITIONS SHALL BE HEAD CONDITION 'A' UNLESSOTHERWISE NOTED.13.OFFSET ELECTRICAL AND TELEPHONE OUTLETS 16" MINIMUM INSEPARATE STUD WALL CAVITIES.PARTITION RATING:0xx.xx NON-RATED1xx.xx 1-HOUR RATED2xx.xx 2-HOUR RATED3xx.xx 3-HOUR RATED4xx.xx 4-HOUR RATEDPARTITION RATINGPARTITION MATERIALNOMINAL WIDTH OF STRUCTURENXN.NX XPARTITION HEIGHT CATEGORY(EXTEND TO STRUCTURE IF NOT INDICATED)PARTITION MODIFIERPARTITION CONSTRUCTION:xFx.xx FURRINGxGx.xx GYP / METAL STUDxSx.xx SHAFTxMx.xx MASONRYxWx.xx GYP / WOOD STUDxEx.xx EXISTINGNOMINAL WIDTH OF STRUCTURE:(SEE PARTITION STRUCTURE KEY)LAYERS OF 5/8" GYPSUM BOARD:xxx.1x ONE LAYER OF GYP ON VISIBLE SIDE OF PARTITIONxxx.2x ONE LAYER OF GYP ON EACH SIDE OF PARTITIONxxx.3x ONE LAYER OF GYP ON ONE SIDE AND TWO LAYERS ON OPPOSITE SIDE OF PARTITIONxxx.4x TWO LAYERS OF GYP ON EACH SIDE OF PARTITIONxxx.5x TWO LAYERS OF GYP ON VISIBLE SIDE OF PARTITIONPARTITION MODIFIER:AABOVE ACCESS FLOORGGROUT MASONRY SOLIDIIMPACT RESISTANTKSMOKE RATEDMMETAL PANELOMOVABLE PARTITION(OPERABLE)RMOISTURE RESISTANTSSOUND ATTENUATION BATTSVVAPOR BARRIERZACCENT WALL(SEE INTERIOR DETAILS)LAYERS OF 5/8" GYPSUM BOARDPARTITION HEIGHT CATEGORY:xxx.xA EXTEND TO STRUCTURE ABOVExxx.xB TERMINATE ABOVE CEILINGxxx.xC TERMINATE AT CEILINGxxx.xP PARTIAL HEIGHT PARTITIONSFIRE BARRIERFIRE & SMOKE BARRIER1-HOUR2-HOUR3-HOUR0.5-HOUR1-HOURFIRE PARTITIONFIRE WALL2-HOUR3-HOUR4-HOUR1-HOUR2-HOUR3-HOUR0-HOUR1-HOURSMOKE BARRIERSMOKE PARTITION09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.1.2BFLOOR PLAN - LEVEL 02- REGION BCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A1.1.2B1FLOOR PLAN - LEVEL 2 REGION B (1/8" SCALE)GENERAL NOTESKEY PLANSHEET KEYNOTESABCDNO. REASON DATE
FECF E C FECFEA 2 .1 .3
5 AHH HHJJJJEEEEDDDDFFFFXWVZA2.1.33AA2.1.31A1DA3.1.11' - 4"1' - 4"8' - 0"1' - 4"1 6 ' - 0 "
3 2 ' - 8 1 /2 "CORRIDOR2054AA3.2.62AA3.2.6A6.0.16CA8.2.91CA8.2.101CA8.2.104CA8.2.10A8.2.111DA8.2.111AA8.2.125AA8.2.121AA8.2.101D1EA4.0.21B6AA3.2.54AA3.2.51AA3.2.66AA3.2.61AA3.2.7231-12231-13241242214231-10231-9231-11216217215DININGROOM231CATERINGMEETING242HOUSEKEEPING(DRY)241WOMEN217MEN216STAIR 3215PREFUNCTION230CORRIDOR2146AA3.2.9231-4231-5231-6231-7231-80G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.4A S2050G6.4A S0G6.4A S0G6.4A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.4A S0G6.5A S0G6.5A S0G6.4A S0G6.5A S0G6.5A S0G6.4A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.4A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.4A S0G6.5A S0G6.4A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S0G6.5A S243CATERINGOFFICE2430G6.2A S0G6.2A S0G6.2A0G6.2A S1AW.5DD.5DD.5EE.5EE.5FF.5FF.5Y8 ' - 8"1 1 ' - 4 "1 6 ' - 6"2 3 ' - 6"4 0 ' - 0"2' - 0 "5 ' - 4"4 ' - 0"5' - 4 "4' - 0 "5 ' - 4 "4 ' - 0 "68' - 8 "7' - 4 "1' - 4 "3' - 4 "96' - 8 "4' - 0"24' - 0"4' - 0"2' - 0"4' - 0"24' - 0"4' - 0"4' - 0"24' - 0"4' - 0"2' - 0"4' - 8"7' - 4"4' - 8"A5.1.75AA5.1.71CA5.1.75CA5.1.75EA5.1.81AA5.1.221DA5.1.222DA5.1.224CA5.1.226DA5.1.224AA5.1.221AA5.1.226A32' - 0"32' - 0"32' - 0"4' - 0"6' - 8"16' - 8"2' - 0"23' - 4"18' - 0"231-2231-3231-14AA8.2.104CSIMOPPA8.2.104ASIMOPPA8.2.111DSIMOPPA8.2.114AA8.2.114ASIMOPPA8.2.125ASIMOPP3' - 4 "1 1 ' - 4"9 ' - 4 "2' - 8 "4' - 0 "2' - 8 "FIRE BARRIERFIRE & SMOKE BARRIER1-HOUR2-HOUR3-HOUR0.5-HOUR1-HOURFIRE PARTITIONFIRE WALL2-HOUR3-HOUR4-HOUR1-HOUR2-HOUR3-HOUR0-HOUR1-HOURSMOKE BARRIERSMOKE PARTITIONPARTITION RATING:0xx.xx NON-RATED1xx.xx 1-HOUR RATED2xx.xx 2-HOUR RATED3xx.xx 3-HOUR RATED4xx.xx 4-HOUR RATEDPARTITION RATINGPARTITION MATERIALNOMINAL WIDTH OF STRUCTURENXN.NX XPARTITION HEIGHT CATEGORY(EXTEND TO STRUCTURE IF NOT INDICATED)PARTITION MODIFIERPARTITION CONSTRUCTION:xFx.xx FURRINGxGx.xx GYP / METAL STUDxSx.xx SHAFTxMx.xx MASONRYxWx.xx GYP / WOOD STUDxEx.xx EXISTINGNOMINAL WIDTH OF STRUCTURE:(SEE PARTITION STRUCTURE KEY)LAYERS OF 5/8" GYPSUM BOARD:xxx.1x ONE LAYER OF GYP ON VISIBLE SIDE OF PARTITIONxxx.2x ONE LAYER OF GYP ON EACH SIDE OF PARTITIONxxx.3x ONE LAYER OF GYP ON ONE SIDE AND TWO LAYERS ON OPPOSITE SIDE OF PARTITIONxxx.4x TWO LAYERS OF GYP ON EACH SIDE OF PARTITIONxxx.5x TWO LAYERS OF GYP ON VISIBLE SIDE OF PARTITIONPARTITION MODIFIER:AABOVE ACCESS FLOORGGROUT MASONRY SOLIDIIMPACT RESISTANTKSMOKE RATEDMMETAL PANELOMOVABLE PARTITION(OPERABLE)RMOISTURE RESISTANTSSOUND ATTENUATION BATTSVVAPOR BARRIERZACCENT WALL(SEE INTERIOR DETAILS)LAYERS OF 5/8" GYPSUM BOARDPARTITION HEIGHT CATEGORY:xxx.xA EXTEND TO STRUCTURE ABOVExxx.xB TERMINATE ABOVE CEILINGxxx.xC TERMINATE AT CEILINGxxx.xP PARTIAL HEIGHT PARTITIONS1.WORK NOTED "BY OTHERS" OR "NIC" SHALL BE PROVIDED BY OWNER ORUNDER SEPARATE CONTRACT.2.SEE SHEET A001 FOR PARTITION TYPES.3.SEE SHEET A002 FOR EXTERIOR WALL AND ROOF ASSEMBLIES4.SEE SHEET A911 FOR DOOR TYPES AND DETAILS5.PROVIDE CONTROL JOINTS ON GYP. BD. ASSEMBLIES PERSPECIFICATIONS AND WHERE SHOWN.6.REFER TO BUILDING REGION PLANS FOR ALL DOOR TAGS, ROOM NAMESAND NUMBERS, AND ENLARGED PLAN CALLOUTS.7.EXTEND WALLS TO DECK ABOVE STOREFRONT SYSTEMS AND GLASSWALL PARTITIONS.8.REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD CONDITIONSWHEN APPLICABLE. CONFIRM THAT WORK IS BUILDABLE AS SHOWN.ANY CONFLICTS OR OMISSIONS SHALL BE IMMEDIATELY REPORTED TOTHE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OFWORK IN QUESTIONS.9.COORDINATE AND PROVIDE METAL OR RATED SOLID WOOD BLOCKING(FIRE TREATED) IN PARTITIONS AND CEILING FOR MILLWORK, WALL ANDCEILING ATTACHED ITEMS AS SPECIFIED.10.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALLPARTITION LOCATIONS, DIMENSIONS AND TYPES, DOOR AND WINDOWLOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. INCASE OFCONFLICT, NOTIFY ARCHITECT.11.COORDINATE WITH TENANT AND OWNER, THE SCHEDULE FORTELEPHONE, DATA, SECURITY AND AUDIO VISUAL INSTALLATIONS.12.PROVIDE PARTITION TYPE WITH THE HIGHEST UL AND/OR ACOUSTICALPERFORMANCE RATING WHERE MORE THAN ONE PARTITION TYPE ISINDICATED. PARTITIONS SHALL BE HEAD CONDITION 'A' UNLESSOTHERWISE NOTED.13.OFFSET ELECTRICAL AND TELEPHONE OUTLETS 16" MINIMUM INSEPARATE STUD WALL CAVITIES.09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.1.2CFLOOR PLAN - LEVEL 02- REGION CCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A1.1.2C1FLOOR PLAN - LEVEL 2 REGION C (1/8" SCALE)GENERAL NOTESKEY PLANSHEET KEYNOTESABCDNO. REASON DATE
UPFECFECFECFECFE891011ECCAAHHHH7JJJJEEFFBA2.1.11AVVTRELECT./IT208CHASE278WOMEN207MEN206STAIR 2211CORRIDOR205STORAGE/STAGING253GRADASST -PROGRAM269ASST.DIRECTORSTUDENTAFFAIRS259DIRECTORSTUDENTACTIVITIES261ASST.DIRECTORGREEKLIFE263GRADASST -SGA267CABSTORAGE251COPY/SUPPLY255SGASTORAGE271INTLOPENOFFICE275GROWTH/SM MTG254SMMEETING260GREEKLIFEEXEC.OFFICE258SMMEETING266SMMEETING270CABEXEC.OFFICE273SGAEXEC.OFFICE265GREEKLIFEOPENOFFICE256CONFERENCE268CABOPENOFFICE272GRADASST -INTL276STUDENTINVOLVEMENT252CABPREPROOM274GRADASST -GREEKLIFE257A2.1.41AA2.1.41DA2.1.44AA2.1.53C1AA3.2.8A6.0.65BA6.0.14CSGAOPENOFFICE264A4.0.24A6AA3.2.72AA3.2.84AA3.2.86AA3.2.81AA3.2.9POTWASH2382CA3.2.7253255259261263260266254206207205232-1208210-2251271270269267211-1211-2210-1STORAGE235MOP &TRASH234CORRIDOR210CORRIDOR233CORRIDOR239COOLER236FREEZER237232-2245EVENTSTORAGE245ELEVATOR209234231-9A4.1.61A2352140G6.1A S1G6.2A S0G6.20G6.2A0G6.1A0G6.2A0G6.2A0G6.2A0G6.2A0G6.2A0G6.2A0G6.2A0G6.1A0G6.2A0G6.2A S0G6.2A S0G6.2A S0G6.2A S0G6.2A0G6.2A0G6.2A0G6.2ALINENSTORAGE2460G6.2A0G6.2A0G6.2A0G6.2AOFFICE2440G6.2A0G6.2A0G6.2A0G6.2A0G6.2A S0G6.2A SAFS-75AFS-74AFS-72AFS-73AFS-72AFS-72AFS-73AFS-74AFS-74AFS-74AFS-76AFS-77AFS-18AFS-19AFS-05AFS-20AFS-06AFS-05AFS-06AFS-06AFS-06AFS-06AFS-06AFS-06AFS-05AFS-05AFS-21AFS-22A F S-24AFS-85257AFS-86258265AFS-86273AFS-85AFS-86274272AFS-86276AFS-7512C.9GGGG246247A2.1.86AA2.1.83AA2.1.81AA2.1.84A4AA3.2.73 6 ' - 0"28 ' - 0 "4 ' - 0"4 ' - 0"2 ' - 0 "2 ' - 0"2' - 0"21' - 4"27' - 5"46' - 8"A8.2.131B4CA3.2.9A5.1.81AA5.1.85AA5.1.83CA5.1.83AA5.1.224AA5.1.226AA5.1.233CA5.1.231CA5.1.231AA5.1.233AHH.532' - 0"32' - 0"32' - 0"32' - 0"5' - 4"6' - 8"16' - 0"9' - 4"6' - 8"9' - 4"6' - 8"9' - 4"6' - 8"9' - 4"6' - 8"9' - 4"5' - 4"1' - 4"9' - 4"1' - 4"4' - 0"1' - 4"9' - 4"1' - 4"4' - 8"94' - 8"32' - 8"134' - 0"5' - 4"1' - 4"4' - 0"1' - 4"9' - 4"6' - 8"4' - 0"1' - 4"6' - 0"4' - 0"5' - 4"13' - 4"4' - 0"6' - 8"4' - 0"33' - 4"15' - 4"2' - 0"3 6 ' - 0 "2' - 0"2' - 0"2' - 0 "14' - 8"17' - 4"44' - 0"2' - 8"2' - 8"3' - 4"3' - 4"2' - 0"4' - 8"5' - 4"10' - 0"8"244231-6CORR247252CATERINGKITCHEN2324' - 1"6' - 0"4' - 1"14' - 2"AFS-714' - 8"8' - 0"6' - 8"8' - 0"6' - 8"8' - 0"4' - 8"2752562644 0 ' - 0"3 2 ' - 0 "7' - 7 1/4"2 0 ' - 0"8' - 8 "1 ' - 4"2' - 4"2' - 0"6' - 8"28' - 0"12' - 11 5/8"7 1 /4 "5' - 1 1 1 /4 "50.00°12' - 0 3/4"8' - 0"DIAGONAL BRACING,SEE STRUCTURAL1' - 1 1/2"5' - 0"12' - 3 1/2"7' - 8"1' - 0"11' - 11 1/4"7' - 7"1' - 6 5/8"1 1 ' - 4"170.00°7' - 4 1/8"60.00°15' - 2"8' - 2"5' - 9 3/4"2' - 6 3/4"3' - 3"21' - 5 1/2"2' - 0"6' - 4"13' - 8"1' - 8"8"13' - 10 1/4"130.00°33' - 9"FIRE BARRIERFIRE & SMOKE BARRIER1-HOUR2-HOUR3-HOUR0.5-HOUR1-HOURFIRE PARTITIONFIRE WALL2-HOUR3-HOUR4-HOUR1-HOUR2-HOUR3-HOUR0-HOUR1-HOURSMOKE BARRIERSMOKE PARTITIONPARTITION RATING:0xx.xx NON-RATED1xx.xx 1-HOUR RATED2xx.xx 2-HOUR RATED3xx.xx 3-HOUR RATED4xx.xx 4-HOUR RATEDPARTITION RATINGPARTITION MATERIALNOMINAL WIDTH OF STRUCTURENXN.NX XPARTITION HEIGHT CATEGORY(EXTEND TO STRUCTURE IF NOT INDICATED)PARTITION MODIFIERPARTITION CONSTRUCTION:xFx.xx FURRINGxGx.xx GYP / METAL STUDxSx.xx SHAFTxMx.xx MASONRYxWx.xx GYP / WOOD STUDxEx.xx EXISTINGNOMINAL WIDTH OF STRUCTURE:(SEE PARTITION STRUCTURE KEY)LAYERS OF 5/8" GYPSUM BOARD:xxx.1x ONE LAYER OF GYP ON VISIBLE SIDE OF PARTITIONxxx.2x ONE LAYER OF GYP ON EACH SIDE OF PARTITIONxxx.3x ONE LAYER OF GYP ON ONE SIDE AND TWO LAYERS ON OPPOSITE SIDE OF PARTITIONxxx.4x TWO LAYERS OF GYP ON EACH SIDE OF PARTITIONxxx.5x TWO LAYERS OF GYP ON VISIBLE SIDE OF PARTITIONPARTITION MODIFIER:AABOVE ACCESS FLOORGGROUT MASONRY SOLIDIIMPACT RESISTANTKSMOKE RATEDMMETAL PANELOMOVABLE PARTITION(OPERABLE)RMOISTURE RESISTANTSSOUND ATTENUATION BATTSVVAPOR BARRIERZACCENT WALL(SEE INTERIOR DETAILS)LAYERS OF 5/8" GYPSUM BOARDPARTITION HEIGHT CATEGORY:xxx.xA EXTEND TO STRUCTURE ABOVExxx.xB TERMINATE ABOVE CEILINGxxx.xC TERMINATE AT CEILINGxxx.xP PARTIAL HEIGHT PARTITIONS1.WORK NOTED "BY OTHERS" OR "NIC" SHALL BE PROVIDED BY OWNER ORUNDER SEPARATE CONTRACT.2.SEE SHEET A001 FOR PARTITION TYPES.3.SEE SHEET A002 FOR EXTERIOR WALL AND ROOF ASSEMBLIES4.SEE SHEET A911 FOR DOOR TYPES AND DETAILS5.PROVIDE CONTROL JOINTS ON GYP. BD. ASSEMBLIES PERSPECIFICATIONS AND WHERE SHOWN.6.REFER TO BUILDING REGION PLANS FOR ALL DOOR TAGS, ROOM NAMESAND NUMBERS, AND ENLARGED PLAN CALLOUTS.7.EXTEND WALLS TO DECK ABOVE STOREFRONT SYSTEMS AND GLASSWALL PARTITIONS.8.REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD CONDITIONSWHEN APPLICABLE. CONFIRM THAT WORK IS BUILDABLE AS SHOWN.ANY CONFLICTS OR OMISSIONS SHALL BE IMMEDIATELY REPORTED TOTHE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OFWORK IN QUESTIONS.9.COORDINATE AND PROVIDE METAL OR RATED SOLID WOOD BLOCKING(FIRE TREATED) IN PARTITIONS AND CEILING FOR MILLWORK, WALL ANDCEILING ATTACHED ITEMS AS SPECIFIED.10.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALLPARTITION LOCATIONS, DIMENSIONS AND TYPES, DOOR AND WINDOWLOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. INCASE OFCONFLICT, NOTIFY ARCHITECT.11.COORDINATE WITH TENANT AND OWNER, THE SCHEDULE FORTELEPHONE, DATA, SECURITY AND AUDIO VISUAL INSTALLATIONS.12.PROVIDE PARTITION TYPE WITH THE HIGHEST UL AND/OR ACOUSTICALPERFORMANCE RATING WHERE MORE THAN ONE PARTITION TYPE ISINDICATED. PARTITIONS SHALL BE HEAD CONDITION 'A' UNLESSOTHERWISE NOTED.13.OFFSET ELECTRICAL AND TELEPHONE OUTLETS 16" MINIMUM INSEPARATE STUD WALL CAVITIES.09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.1.2DFLOOR PLAN - LEVEL 02- REGION DCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A1.1.2D1FLOOR PLAN - LEVEL 2 REGION D (1/8" SCALE)GENERAL NOTESKEY PLANSHEET KEYNOTESABCDNO. REASON DATE
VDDDVDVDDDTTTVDCCS P
DDSPDDDD5CA3.1.21CA3.1.01AA3.1.21AA3.1.01CA3.1.21CA3.1.11AA3.1.13A3.1.1RDRDRDRDRDRDDSDSDSDSDSDSDSDSRDDSRDRDRDRDRDRDRDRDRDSEE HIGH ROOF PLANSEE HIGH ROOF PLANSEE HIGH ROOF PLANSEE HIGH ROOF PLANSEE HIGH ROOF PLANDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSRDDSRDRDRDROOF DRAIN. SEE PLUMBING DWGS. FOR SIZES.RDEMERGENCY OVERFLOW ROOF DRAIN. SEEPLUMBING DWGS FOR SIZES.ERDDOWNSPOUTDSROOF SLOPE DOWN - 1/4" PER FOOTASPHALT SHINGLESTPO ROOF SYSTEMSTANDING SEAM METAL ROOFINGTPO WALKWAY PADS1. LOW SLOPED ROOF AREAS (1/4" PER FOOT SLOPE) SHALL HAVE ROOFDRAINS (AND EMERGENCY OVERFLOW ROOF DRAINS) LOCATED AS SHOWNSO THAT MAX. SLOPE IS 3".2. ALL INTERNAL ROOF DRAINS SHALL BE TIED INTO STORMWATER SYSTEMBY WAY OF UNDERGROUND PIPES. UNDERGROUND TIE-IN SHALL NOT BELESS THAN THE AREA OF THE DOWNSPOUT.3. ALL INTERNAL EMERGENCY OVERFLOW ROOF DRAINS SHALL BE TIED TODAYLIGHT WITH "LAMB'S TONGUE" DOWNSPOUT OUTLET AT FACE OFEXTERIOR WALLS. SEE EXTERIOR ELEVATIONS FOR LOCATIONS ANDMOUNTING HEIGHTS.4. FIELD VERIFY LOCATIONS OF ALL ROOF DRAINS AND EMERGENCYOVERFLOW ROOF DRAINS TO COORDINATE WITH STRUCTURAL BEAMLOCATIONS.5. PROVIDE 4' X 4' AREA OF ICE & WATER SHIELD AT ALL VENTS THROUGHROOF.09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.1.3LOW ROOF PLAN -OVERALLCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/16" = 1'-0"A1.1.31ALOW ROOF PLAN - OVERALLROOF PLAN LEGENDGENERAL NOTESKEY PLANSHEET KEYNOTESABCDNO. REASON DATE
24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"FECTTTTTTCCCTTAA5CA3.1.2A2.1.35CX.8XWBBCC1AA3.2.4A8.2.71AA8.2.75A1CA3.1.26AA3.2.104DA3.2.10PROJECTIONROOM301ACOUSTICAL PANEL SYSTEMAS SHOWN ON FINISH PLANSAND INTERIOR ELEVATIONS0G6.2A S0G6.2A S0G6.1A S0G6.1A S0G6.1A S0G6.2A S0G6.1A S0G6.1A0G6.1AA1.1.3A5CFS40415AFS-78301-2301-1BB.5A2.1.81CA2.1.82B3AA3.2.4W.5A8.4.51E2' - 10"5' - 0"7' - 10 3/4"15' - 0"7' - 10 3/4"A1.1.3A5A7' - 10 3/4"15' - 0"7' - 10 3/4"30' - 9 1/2"MIN.1' - 6"1' - 4"PROJECTIONROOM301BB.51.WORK NOTED "BY OTHERS" OR "NIC" SHALL BE PROVIDED BY OWNER ORUNDER SEPARATE CONTRACT.2.SEE SHEET A001 FOR PARTITION TYPES.3.SEE SHEET A002 FOR EXTERIOR WALL AND ROOF ASSEMBLIES4.SEE SHEET A911 FOR DOOR TYPES AND DETAILS5.PROVIDE CONTROL JOINTS ON GYP. BD. ASSEMBLIES PERSPECIFICATIONS AND WHERE SHOWN.6.REFER TO BUILDING REGION PLANS FOR ALL DOOR TAGS, ROOM NAMESAND NUMBERS, AND ENLARGED PLAN CALLOUTS.7.EXTEND WALLS TO DECK ABOVE STOREFRONT SYSTEMS AND GLASSWALL PARTITIONS.8.REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD CONDITIONSWHEN APPLICABLE. CONFIRM THAT WORK IS BUILDABLE AS SHOWN.ANY CONFLICTS OR OMISSIONS SHALL BE IMMEDIATELY REPORTED TOTHE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OFWORK IN QUESTIONS.9.COORDINATE AND PROVIDE METAL OR RATED SOLID WOOD BLOCKING(FIRE TREATED) IN PARTITIONS AND CEILING FOR MILLWORK, WALL ANDCEILING ATTACHED ITEMS AS SPECIFIED.10.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALLPARTITION LOCATIONS, DIMENSIONS AND TYPES, DOOR AND WINDOWLOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. INCASE OFCONFLICT, NOTIFY ARCHITECT.11.COORDINATE WITH TENANT AND OWNER, THE SCHEDULE FORTELEPHONE, DATA, SECURITY AND AUDIO VISUAL INSTALLATIONS.12.PROVIDE PARTITION TYPE WITH THE HIGHEST UL AND/OR ACOUSTICALPERFORMANCE RATING WHERE MORE THAN ONE PARTITION TYPE ISINDICATED. PARTITIONS SHALL BE HEAD CONDITION 'A' UNLESSOTHERWISE NOTED.13.OFFSET ELECTRICAL AND TELEPHONE OUTLETS 16" MINIMUM INSEPARATE STUD WALL CAVITIES.FIRE BARRIERFIRE & SMOKE BARRIER1-HOUR2-HOUR3-HOUR0.5-HOUR1-HOURFIRE PARTITIONFIRE WALL2-HOUR3-HOUR4-HOUR1-HOUR2-HOUR3-HOUR0-HOUR1-HOURSMOKE BARRIERSMOKE PARTITIONPARTITION RATING:0xx.xx NON-RATED1xx.xx 1-HOUR RATED2xx.xx 2-HOUR RATED3xx.xx 3-HOUR RATED4xx.xx 4-HOUR RATEDPARTITION RATINGPARTITION MATERIALNOMINAL WIDTH OF STRUCTURENXN.NX XPARTITION HEIGHT CATEGORY(EXTEND TO STRUCTURE IF NOT INDICATED)PARTITION MODIFIERPARTITION CONSTRUCTION:xFx.xx FURRINGxGx.xx GYP / METAL STUDxSx.xx SHAFTxMx.xx MASONRYxWx.xx GYP / WOOD STUDxEx.xx EXISTINGNOMINAL WIDTH OF STRUCTURE:(SEE PARTITION STRUCTURE KEY)LAYERS OF 5/8" GYPSUM BOARD:xxx.1x ONE LAYER OF GYP ON VISIBLE SIDE OF PARTITIONxxx.2x ONE LAYER OF GYP ON EACH SIDE OF PARTITIONxxx.3x ONE LAYER OF GYP ON ONE SIDE AND TWO LAYERS ON OPPOSITE SIDE OF PARTITIONxxx.4x TWO LAYERS OF GYP ON EACH SIDE OF PARTITIONxxx.5x TWO LAYERS OF GYP ON VISIBLE SIDE OF PARTITIONPARTITION MODIFIER:AABOVE ACCESS FLOORGGROUT MASONRY SOLIDIIMPACT RESISTANTKSMOKE RATEDMMETAL PANELOMOVABLE PARTITION(OPERABLE)RMOISTURE RESISTANTSSOUND ATTENUATION BATTSVVAPOR BARRIERZACCENT WALL(SEE INTERIOR DETAILS)LAYERS OF 5/8" GYPSUM BOARDPARTITION HEIGHT CATEGORY:xxx.xA EXTEND TO STRUCTURE ABOVExxx.xB TERMINATE ABOVE CEILINGxxx.xC TERMINATE AT CEILINGxxx.xP PARTIAL HEIGHT PARTITIONS346ECAM1AAB1.2D5CA3.1.2A2.1.31CA2.1.35CX.8XWVZA2.1.61AA2.1.33CYY25BBCC2.8UA2.1.64CA2.1.61CA2.1.63CA2.1.53A1CA3.1.01AA3.1.01CA3.1.2A.56AA3.2.10V.2W.5BB.5C.9A2.1.81CA2.1.84BA2.1.74AA2.1.82B6.2SRDDSA1.1.3A5ESim9' - 9"8' - 8"5' - 7"4' - 0"18' - 1"4' - 5"RDRDRDRDRDRDDSDSDSDSDSDSDSDSDSDSDSDS27' - 8"3' - 5"6' - 3"24' - 0"15' - 0"4' - 0"5' - 0"20' - 1"6' - 0"3' - 4"4' - 3"9' - 8"18' - 3 1/2"3' - 10"5' - 9 1/2"3' - 0"1' - 1"18' - 3 1/2"3' - 10"5' - 9 1/2"4' - 3"9' - 8"72' - 0"25' - 11"18' - 0"2' - 0"16' - 0"DSDSROOF EQUIPMENT PADROOF EQUIPMENT PADROOF EQUIPMENT PADROOF EQUIPMENT PADROOF DRAIN. SEE PLUMBING DWGS. FOR SIZES.RDEMERGENCY OVERFLOW ROOF DRAIN. SEEPLUMBING DWGS FOR SIZES.ERDDOWNSPOUTDSROOF SLOPE DOWN - 1/4" PER FOOTASPHALT SHINGLESTPO ROOF SYSTEMSTANDING SEAM METAL ROOFINGTPO WALKWAY PADS09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.1.3ALOW ROOF PLAN -REGION A, UPPERCINEMA LEVEL ANDPROJECTION ROOMCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A1.1.3A5EFLOOR PLAN - UPPER CINEMA LEVEL AND PROJECTION ROOM 1/4" = 1'-0"A1.1.3A5AINTERIOR ELEVATION - PROJECTION ROOM 1/4" = 1'-0"A1.1.3A5CENLARGED FLOOR PLAN - PROJECTION ROOMGENERAL NOTESKEY PLANSHEET KEYNOTES 1/8" = 1'-0"A1.1.3A1ALOW ROOF PLAN - REGION AABCDNO. REASON DATE
A2.1.21D6ECAML7EEDDBDA2.1.31CXWVZYYA2.1.76CA2.1.51C1CA3.1.01AA3.1.2A.5A2.2.213W.5DD.5C.9A2.1.84BA2.1.74C6.2SRDRDRDRDROOF DRAIN. SEE PLUMBING DWGS. FOR SIZES.RDEMERGENCY OVERFLOW ROOF DRAIN. SEEPLUMBING DWGS FOR SIZES.ERDDOWNSPOUTDSROOF SLOPE DOWN - 1/4" PER FOOTASPHALT SHINGLESTPO ROOF SYSTEMSTANDING SEAM METAL ROOFINGTPO WALKWAY PADS1. LOW SLOPED ROOF AREAS (1/4" PER FOOT SLOPE) SHALL HAVE ROOFDRAINS (AND EMERGENCY OVERFLOW ROOF DRAINS) LOCATED AS SHOWNSO THAT MAX. SLOPE IS 3".2. ALL INTERNAL ROOF DRAINS SHALL BE TIED INTO STORMWATER SYSTEMBY WAY OF UNDERGROUND PIPES. UNDERGROUND TIE-IN SHALL NOT BELESS THAN THE AREA OF THE DOWNSPOUT.3. ALL INTERNAL EMERGENCY OVERFLOW ROOF DRAINS SHALL BE TIED TODAYLIGHT WITH "LAMB'S TONGUE" DOWNSPOUT OUTLET AT FACE OFEXTERIOR WALLS. SEE EXTERIOR ELEVATIONS FOR LOCATIONS ANDMOUNTING HEIGHTS.4. FIELD VERIFY LOCATIONS OF ALL ROOF DRAINS AND EMERGENCYOVERFLOW ROOF DRAINS TO COORDINATE WITH STRUCTURAL BEAMLOCATIONS.5. PROVIDE 4' X 4' AREA OF ICE & WATER SHIELD AT ALL VENTS THROUGHROOF.09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.1.3BLOW ROOF PLAN -REGION BCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A1.1.3B1ALOW ROOF PLAN - REGION BABCDROOF PLAN LEGENDGENERAL NOTESKEY PLANSHEET KEYNOTESNO. REASON DATE
A 2 .1 .3
5 A 891011HHL7JJEEDDFFXWVZTRA2.1.33AA2.1.31AA2.1.43D1CA3.1.11AA3.1.14AA3.2.10W.5DD.5EE.5FF.512YSGGA2.1.71DA2.1.82DHH.5RDRDRDRDDSDSDSDSDS1 6 ' - 6"ROOF EQUIPMENT PADROOF EQUIPMENT PADROOF EQUIPMENT PADRD09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.1.3CLOW ROOF PLAN -REGION CCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A1.1.3C1ALOW ROOF PLAN - REGION CABCDGENERAL NOTESKEY PLANSHEET KEYNOTESNO. REASON DATE
891011ECAHH7JJEEDDFFBDWVTRA2.1.76CA2.1.41AA2.1.41DA2.1.44AA2.1.53C1CA3.1.01CA3.1.11AA3.1.13A3.1.1A.54AA3.2.10DD.5EE.5FF.512C.9SGGA2.1.71DA2.1.71CA2.1.72CA2.1.71AA2.1.86AA2.1.83AA2.1.81AA2.1.84AA2.1.82DHH.5RDRDRDRDx3278x382x388x396x457RDDSDSDSDSDSDSDSDSDSDSDSDSDS4' - 0"16' - 10"4' - 0"5' - 6"1' - 5"3' - 4"3' - 0"5' - 6"4' - 0"18' - 2"3' - 0"1 1/2"3' - 4"8' - 7"13' - 11"1 0 ' - 5 "
2 0 ' - 0 "6' - 6"15' - 1"6' - 0"9 ' - 2"
21 ' - 6 "10' - 8"6' - 1"8' - 10"22' - 3"2' - 1"3' - 4"9' - 8"10"9' - 4"10' - 2"6' - 7"30.00°6' - 0"4' - 3"22' - 9"11 ' - 0"
3' - 3 "6' - 7"2' - 8"ROOF EQUIPMENT PADROOF EQUIPMENT PADROOF EQUIPMENT PADROOF EQUIPMENT PADROOF EQUIPMENT PADROOF EQUIPMENT PAD09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.1.3DLOW ROOF PLAN -REGION DCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A1.1.3D1ALOW ROOF PLAN - REGION DABCDGENERAL NOTESKEY PLANSHEET KEYNOTESNO. REASON DATE
1AA3.1.2RDRDRDRD1" / 12 "
1/4" / 12"
1 " / 1 2"
1/4 " / 1 2 "
1" / 1 2 "
1 " / 1 2 "
1 /4 " / 1 2 "
1 /4 " / 1 2 "1 " / 1 2 "
1 " / 1 2 "1 /4 " / 1 2 "1/4" / 12"1 " / 1 2 "9" / 12"9" / 12"9" / 12"9" / 12"1/2" / 12"1/4" / 12"RDDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSROOF DRAIN. SEE PLUMBING DWGS. FOR SIZES.RDEMERGENCY OVERFLOW ROOF DRAIN. SEEPLUMBING DWGS FOR SIZES.ERDDOWNSPOUTDSROOF SLOPE DOWN - 1/4" PER FOOTASPHALT SHINGLESTPO ROOF SYSTEMSTANDING SEAM METAL ROOFINGTPO WALKWAY PADS09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.1.4HIGH ROOF PLAN -OVERALLCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/16" = 1'-0"A1.1.41AHIGH ROOF PLAN - OVERALLROOF PLAN LEGENDGENERAL NOTESKEY PLANSHEET KEYNOTESABCDNO. REASON DATE
WSCCTVCCTVWSWS34466891011ECCAAHHHHMMLL7JJJJEEDDFF1AABB1.2DX.8XXWWVZTRYY25BBCC2.8UwsOPEN TOABOVEA.5A.5V.2W.5W.5BB.5DD.5EE.5FF.5FF.512C.9C.9YSGGGG6.2OPEN TOABOVEHH.5HH.52 X 2 DIRECT/INDIRECTFLUORESCENT LIGHTFIXTURESURFACE MOUNTED INDIRECT LIGHT FIXTURERECESSED DOWNLIGHT FIXTUREACT CEILING SYSTEMGWB CEILING(SEE A811 FOR SPECIFICATIONS)MECHANICAL RETURNDIFFUSERMECHANICAL SUPPLYDIFFUSERSUSPENDED LINEAR LIGHT FIXTUREWALL SCONCE (INTERIOR)SPRINKLER HEADEXIT SIGNSINGLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMDOUBLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMRECESSED PROJECTIONSCREENPROJECTORWALL SCONCE (EXTERIOR)MECHANICAL SUPPLYDIFFUSERMECHANICAL RETURNDIFFUSERPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREMETAL CEILING SYSTEMWOOD CEILINGMETAL CEILING SYSTEMCOVE LIGHT FIXTUREMINI PENDANT LIGHT FIXTURE ON TRACKRECESSED LINEAR LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREACOUSTICAL CEILING SYSTEMACOUSTICAL CEILING SYSTEMTRACK LIGHTING1.CEILING HEIGHTS ARE GIVEN FROM FINISHED FLOOR ELEV. ANYCONFLICT / DISCREPANCY SHALL BE REPORTED TO ARCHITECT.2.REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS.3.ALL LIGHTING FIXTURES ON THIS PLAN ARE SHOWN FOR LOCATIONREFERENCE ONLY. COORDINATE WITH ELECTRICAL DWGS FOR FIXTURETYPE AND WIRING DIAGRAMS.4.ARCHITECTURAL CEILING PLANS SHALL GOVERN FOR LOCATIONS OF ALLCEILING DEVICES AS SHOWN. ENGINEERING DOCUMENTS SHALLPREVAIL ONLY IN CASE OF SCOPE OF WORK AND ELEMENTS OCCURINGABOVE CEILING. DISCREPANCIES MUST BE BROUGH UP TO THEARCHITECT'S ATTENTION. AT TIME OF BID, ANY DISCREPANCIES NOTBROUGHT UP TO THE ARCHITECT'S ATTENTION SHALL BE THERESPONSIBILITY OF THE GC.5.REFER TO MECHANICAL, ELECTRICAL, AND SPRINKLER DRAWINGS FORDEVICES.6.CENTER SUSPENDED CEILING GRIDS IN ROOMS.7.TILES SHALL BE INSTALLED SO GRAIN LINES OF TILE ARE RUNNING INSAME DIRECTION FOR EACH CEILING TYPE.8.ACOUSTICAL CONTRACTOR SHALL MIX TILE IN A UNIFORM MANNER TOELIMINATE BANDING OR BATCHING.9.FOLLOWING COMPLETION OF ACOUSTICAL CEILING INSTALLATION, ALLJOINTS SHALL BE STRAIGHT AND TRUE TO LINE, WITH EXPOSEDSURFACES FLUSH AND LEVEL.10.SPRINKLER HEADS SHALL BE CENTERED IN MODULE OF THE TILEINDICATED. SPRINKLER HEAD ESCHUTIONS IN COLOR GYP. BOARDPLANES SHALL BE CUSTOM FINISHED BY MANUFACTURER TO MATCHCEILING COLOR AS SCHEDULED.11.IF CEILING DIFFUSER, LIGHT FIXTURES OR OTHER ELEMENTS ON ORABOVE THE CEILING CAN NOT BE LOCATED AS SHOWN ON THEDRAWINGS, SUCH INTERFERENCE SHALL BE REPORTED IMMEDIATELY TOARCHITECT FOR RELOCATION.12.PROVIDE EMERGENCY BATTERY PACKS OR EMERGENCY CIRCUITS ASREQUIRED BY CODE. SEE ELECTRICAL DRAWINGS FOR CIRCUITRY OFEMERGENCY LIGHT FIXTURES.13.PROVIDE FINAL QUANTITY AND LOCATION OF EMERGENCY DEVICES,(INCLUDING BUT NOT LIMITED TO: BATTERY PACKS, EXIT SIGNS, FIREALARMS, ETC.) IN COMPLIANCE WITH MUNICIPAL AGENCY HAVINGJURISDICTION.14.DIMMERS AND SWITCHES SHALL BE GANGED TOGETHER IN LARGESTMULTI-GANG BOXES WITH COMMON FACE PLATES POSSIBLE. STACKINGOF LARGE BOXES (5 SWITCHES ABOVE 5 SWITCHES) IS ACCEPTABLE.15.MATERIALS PLACED IN CEILING SHALL BE REQUIRED TO HAVE A PLENUMRATING.16.STENCIL RATED WALLS ABOVE CEILING.17.18" CLEARANCE MUST BE MAINTAINED BETWEEN THE UNDERSIDE OF ANYSPRINKLER HEADS AND THE TOP OF ANY OBSTRUCTION BELOW EXCEPTFOR THOSE SPRINKLER HEADS INSTALLED ABOVE SUSPENDED CEILINGCLOUDS.18.ALL EXPOSED CONDUIT, PIPING, DUCT WORK, AND STRUCTURE IN AREA AWHERE SPACE IS OPEN TO DECK ABOVE SHALL BE PAINTED OUT; REFERTO FINISH SCHEDULE FOR PAINT SPECIFICATION.19.PROVIDE CONTROL JOINTS ON GYP.BD. ASSEMBLIES PERSPECIFICATIONSC CONSTRAINTS. LOCATE AS SHOWN ON RCP (ASAPPLICABLE).09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.2.1REFLECTED CEILINGPLAN - OVERALL LEVEL01CAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/16" = 1'-0"A1.2.11RCP - LEVEL 1 - OVERALL (1/16" SCALE)GENERAL NOTESKEY PLANSHEET KEYNOTESABCDRCP LEGENDC1 PROVIDE METAL CONDUIT IN DECORATIVE LAYOUT, PAINTP-8C2 RECESSED PROJECTION SCREEN, NICC3 PROVIDE COMPLETE ASSEMBLY FOR ELECTRONICBI-PARTING STAGE CURTAIN TRACK SYSTEM (SURFACEMOUNTED), SEE STRUCTURALC4 PROVIDE HEAT LAMPS CENTERED ON MILLWORK BELOW.CONFIRM FINAL PLACEMENT WITH ARAMARK ANDEQUIPMENT.C5 SCREEN POLE MTD TO DECK, COORDINATE FINALPLACEMENT WITH ARAMARK.NO. REASON DATE
WSWSCCTVCCTVWSWS34466CCAAM1AAAABB1.2X.8WWVYYYY25BBBBCCCC2.8U10' - 0"ACT-3EXPOSEDP-610' - 0"GWB10' - 0"GWB12' - 0"ACT-110' - 6"ACT-110' - 6"ACT-110' - 6"ACT-110' - 6"ACT-110' - 0"ACT-410' - 0"ACT-310' - 0"ACT-310' - 0"ACT-110' - 0"GWB10' - 0"GWBOPEN TO FITNESS ON 2ND LEVELEXPOSEDP-6EXPOSED11' - 0"WD-1EXPOSED10' - 0"ACT-1P-6WSWSWSWSWSWS10' - 0"ACT-7A.5A.5EXPOSEDP-6OASISCOOLER_198OASISBOH197THEOASIS196GAMING189-2CAFELOUNGE195CAMPBELLTIMES187GMR191GMR190GMR193CORRIDOR186ELECT./IT124HOUSEKEEPING194OFFICE181DRESS182DRESS183STORAGE184FITNESS122MULTIPURPOSEROOM185WOMEN120MEN12110' - 0"ACT-110' - 0"ACT-19' - 0"GWB9' - 0"GWBV.2W.5W.5BB.5BB.5C.9C.9WSWS6.2C13' - 6"3' - 6"3' - 6"3' - 6"GMR192P-8EQEQEQEQEXPOSEDP-6EXPOSEDP-6EXPOSEDP-6EXPOSEDP-6WIN-2WIN-2WIN-3(2)WIN-3(2)WIN-3(2)WIN-3(2)WIN-3(2)WIN-3(2)WIN-3(2)(2)1AA5.3.11AA5.3.1WIN-2WIN-2WIN-2WIN-2WIN-2WIN-25AA5.3.11CA5.3.11EA5.3.15DA5.3.25AA5.3.13AA5.3.13CA5.3.25CA5.3.21DA5.3.24AA5.3.2EQ3"EQ1' - 0"3DA5.3.25DA5.3.25DA5.3.27DA5.3.212' - 0"GWBSP-810' - 0"ACT-710' - 0"GWB1DA5.3.3WSWSWSWSA8.4.51B5CA5.3.23CA5.3.2GWB+9' - 0"9' - 0"GWB12' - 0"MTL-38"2' - 4"4' - 0"6"EQEQ11' - 6"42' - 5"1' - 0"5' - 0"EQEQ3' - 8"3' - 0"3' - 0"3' - 0"1' - 6"EQEQ5' - 8"5' - 8"5' - 8"EQEQ3' - 0"3' - 0"2' - 10"1' - 10"EQEQEQEQ4' - 8"4' - 8"4' - 8"2' - 4"STAIR 411910' - 0"10' - 0"10' - 0"10' - 0"10' - 0"7' - 6"7' - 6"7' - 6"7' - 6"7' - 6"7' - 6"7' - 6"7' - 6"7' - 6"7' - 6"1AA5.3.11.CEILING HEIGHTS ARE GIVEN FROM FINISHED FLOOR ELEV. ANYCONFLICT / DISCREPANCY SHALL BE REPORTED TO ARCHITECT.2.REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS.3.ALL LIGHTING FIXTURES ON THIS PLAN ARE SHOWN FOR LOCATIONREFERENCE ONLY. COORDINATE WITH ELECTRICAL DWGS FOR FIXTURETYPE AND WIRING DIAGRAMS.4.ARCHITECTURAL CEILING PLANS SHALL GOVERN FOR LOCATIONS OF ALLCEILING DEVICES AS SHOWN. ENGINEERING DOCUMENTS SHALLPREVAIL ONLY IN CASE OF SCOPE OF WORK AND ELEMENTS OCCURINGABOVE CEILING. DISCREPANCIES MUST BE BROUGH UP TO THEARCHITECT'S ATTENTION. AT TIME OF BID, ANY DISCREPANCIES NOTBROUGHT UP TO THE ARCHITECT'S ATTENTION SHALL BE THERESPONSIBILITY OF THE GC.5.REFER TO MECHANICAL, ELECTRICAL, AND SPRINKLER DRAWINGS FORDEVICES.6.CENTER SUSPENDED CEILING GRIDS IN ROOMS.7.TILES SHALL BE INSTALLED SO GRAIN LINES OF TILE ARE RUNNING INSAME DIRECTION FOR EACH CEILING TYPE.8.ACOUSTICAL CONTRACTOR SHALL MIX TILE IN A UNIFORM MANNER TOELIMINATE BANDING OR BATCHING.9.FOLLOWING COMPLETION OF ACOUSTICAL CEILING INSTALLATION, ALLJOINTS SHALL BE STRAIGHT AND TRUE TO LINE, WITH EXPOSEDSURFACES FLUSH AND LEVEL.10.SPRINKLER HEADS SHALL BE CENTERED IN MODULE OF THE TILEINDICATED. SPRINKLER HEAD ESCHUTIONS IN COLOR GYP. BOARDPLANES SHALL BE CUSTOM FINISHED BY MANUFACTURER TO MATCHCEILING COLOR AS SCHEDULED.11.IF CEILING DIFFUSER, LIGHT FIXTURES OR OTHER ELEMENTS ON ORABOVE THE CEILING CAN NOT BE LOCATED AS SHOWN ON THEDRAWINGS, SUCH INTERFERENCE SHALL BE REPORTED IMMEDIATELY TOARCHITECT FOR RELOCATION.12.PROVIDE EMERGENCY BATTERY PACKS OR EMERGENCY CIRCUITS ASREQUIRED BY CODE. SEE ELECTRICAL DRAWINGS FOR CIRCUITRY OFEMERGENCY LIGHT FIXTURES.13.PROVIDE FINAL QUANTITY AND LOCATION OF EMERGENCY DEVICES,(INCLUDING BUT NOT LIMITED TO: BATTERY PACKS, EXIT SIGNS, FIREALARMS, ETC.) IN COMPLIANCE WITH MUNICIPAL AGENCY HAVINGJURISDICTION.14.DIMMERS AND SWITCHES SHALL BE GANGED TOGETHER IN LARGESTMULTI-GANG BOXES WITH COMMON FACE PLATES POSSIBLE. STACKINGOF LARGE BOXES (5 SWITCHES ABOVE 5 SWITCHES) IS ACCEPTABLE.15.MATERIALS PLACED IN CEILING SHALL BE REQUIRED TO HAVE A PLENUMRATING.16.STENCIL RATED WALLS ABOVE CEILING.17.18" CLEARANCE MUST BE MAINTAINED BETWEEN THE UNDERSIDE OF ANYSPRINKLER HEADS AND THE TOP OF ANY OBSTRUCTION BELOW EXCEPTFOR THOSE SPRINKLER HEADS INSTALLED ABOVE SUSPENDED CEILINGCLOUDS.18.ALL EXPOSED CONDUIT, PIPING, DUCT WORK, AND STRUCTURE IN AREA AWHERE SPACE IS OPEN TO DECK ABOVE SHALL BE PAINTED OUT; REFERTO FINISH SCHEDULE FOR PAINT SPECIFICATION.19.PROVIDE CONTROL JOINTS ON GYP.BD. ASSEMBLIES PERSPECIFICATIONSC CONSTRAINTS. LOCATE AS SHOWN ON RCP (ASAPPLICABLE).2 X 2 DIRECT/INDIRECTFLUORESCENT LIGHTFIXTURESURFACE MOUNTED INDIRECT LIGHT FIXTURERECESSED DOWNLIGHT FIXTUREACT CEILING SYSTEMGWB CEILING(SEE A811 FOR SPECIFICATIONS)MECHANICAL RETURNDIFFUSERMECHANICAL SUPPLYDIFFUSERSUSPENDED LINEAR LIGHT FIXTUREWALL SCONCE (INTERIOR)SPRINKLER HEADEXIT SIGNSINGLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMDOUBLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMRECESSED PROJECTIONSCREENPROJECTORWALL SCONCE (EXTERIOR)MECHANICAL SUPPLYDIFFUSERMECHANICAL RETURNDIFFUSERPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREMETAL CEILING SYSTEMWOOD CEILINGMETAL CEILING SYSTEMCOVE LIGHT FIXTUREMINI PENDANT LIGHT FIXTURE ON TRACKRECESSED LINEAR LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREACOUSTICAL CEILING SYSTEMACOUSTICAL CEILING SYSTEMTRACK LIGHTING09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.2.1AREFLECTED CEILINGPLAN - LEVEL 01 -REGION ACAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A1.2.1A1RCP - LEVEL 1 - REGION AABCDGENERAL NOTESKEY PLANSHEET KEYNOTESRCP LEGENDC1 PROVIDE METAL CONDUIT IN DECORATIVE LAYOUT, PAINTP-8C2 RECESSED PROJECTION SCREEN, NICC3 PROVIDE COMPLETE ASSEMBLY FOR ELECTRONICBI-PARTING STAGE CURTAIN TRACK SYSTEM (SURFACEMOUNTED), SEE STRUCTURALC4 PROVIDE HEAT LAMPS CENTERED ON MILLWORK BELOW.CONFIRM FINAL PLACEMENT WITH ARAMARK ANDEQUIPMENT.C5 SCREEN POLE MTD TO DECK, COORDINATE FINALPLACEMENT WITH ARAMARK.NO. REASON DATE
WSFECFEC TTTTT
CCCCC DDTTT
TC
C
T
T CCTVCCTVWSWS6ECAML7DDBXWZYY12' - 0"GWBWSWSWSWS11' - 0"WD-1EQEQ
9' - 0 "
9' - 0"
4' - 6"
4' - 6"
EQEQ
4' - 0"19' - 7"4' - 0"7 ' - 4 "
7' - 4"
7' - 4"
4 ' - 6 "
8' - 0"8' - 0"
8' - 0"
8' - 0"
8' - 0"
9' - 0"
9' - 0"
9' - 0 "
9' - 0"
8' - 6"
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EQEQEQEQ
4' - 6"
4' - 6"1CA5.3.27AA5.3.2SW.5V2 X 2 DIRECT/INDIRECTFLUORESCENT LIGHTFIXTURESURFACE MOUNTED INDIRECT LIGHT FIXTURERECESSED DOWNLIGHT FIXTUREACT CEILING SYSTEMGWB CEILING(SEE A811 FOR SPECIFICATIONS)MECHANICAL RETURNDIFFUSERMECHANICAL SUPPLYDIFFUSERSUSPENDED LINEAR LIGHT FIXTUREWALL SCONCE (INTERIOR)SPRINKLER HEADEXIT SIGNSINGLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMDOUBLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMRECESSED PROJECTIONSCREENPROJECTORWALL SCONCE (EXTERIOR)MECHANICAL SUPPLYDIFFUSERMECHANICAL RETURNDIFFUSERPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREMETAL CEILING SYSTEMWOOD CEILINGMETAL CEILING SYSTEMCOVE LIGHT FIXTUREMINI PENDANT LIGHT FIXTURE ON TRACKRECESSED LINEAR LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREACOUSTICAL CEILING SYSTEMACOUSTICAL CEILING SYSTEMTRACK LIGHTING1.CEILING HEIGHTS ARE GIVEN FROM FINISHED FLOOR ELEV. ANYCONFLICT / DISCREPANCY SHALL BE REPORTED TO ARCHITECT.2.REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS.3.ALL LIGHTING FIXTURES ON THIS PLAN ARE SHOWN FOR LOCATIONREFERENCE ONLY. COORDINATE WITH ELECTRICAL DWGS FOR FIXTURETYPE AND WIRING DIAGRAMS.4.ARCHITECTURAL CEILING PLANS SHALL GOVERN FOR LOCATIONS OF ALLCEILING DEVICES AS SHOWN. ENGINEERING DOCUMENTS SHALLPREVAIL ONLY IN CASE OF SCOPE OF WORK AND ELEMENTS OCCURINGABOVE CEILING. DISCREPANCIES MUST BE BROUGH UP TO THEARCHITECT'S ATTENTION. AT TIME OF BID, ANY DISCREPANCIES NOTBROUGHT UP TO THE ARCHITECT'S ATTENTION SHALL BE THERESPONSIBILITY OF THE GC.5.REFER TO MECHANICAL, ELECTRICAL, AND SPRINKLER DRAWINGS FORDEVICES.6.CENTER SUSPENDED CEILING GRIDS IN ROOMS.7.TILES SHALL BE INSTALLED SO GRAIN LINES OF TILE ARE RUNNING INSAME DIRECTION FOR EACH CEILING TYPE.8.ACOUSTICAL CONTRACTOR SHALL MIX TILE IN A UNIFORM MANNER TOELIMINATE BANDING OR BATCHING.9.FOLLOWING COMPLETION OF ACOUSTICAL CEILING INSTALLATION, ALLJOINTS SHALL BE STRAIGHT AND TRUE TO LINE, WITH EXPOSEDSURFACES FLUSH AND LEVEL.10.SPRINKLER HEADS SHALL BE CENTERED IN MODULE OF THE TILEINDICATED. SPRINKLER HEAD ESCHUTIONS IN COLOR GYP. BOARDPLANES SHALL BE CUSTOM FINISHED BY MANUFACTURER TO MATCHCEILING COLOR AS SCHEDULED.11.IF CEILING DIFFUSER, LIGHT FIXTURES OR OTHER ELEMENTS ON ORABOVE THE CEILING CAN NOT BE LOCATED AS SHOWN ON THEDRAWINGS, SUCH INTERFERENCE SHALL BE REPORTED IMMEDIATELY TOARCHITECT FOR RELOCATION.12.PROVIDE EMERGENCY BATTERY PACKS OR EMERGENCY CIRCUITS ASREQUIRED BY CODE. SEE ELECTRICAL DRAWINGS FOR CIRCUITRY OFEMERGENCY LIGHT FIXTURES.13.PROVIDE FINAL QUANTITY AND LOCATION OF EMERGENCY DEVICES,(INCLUDING BUT NOT LIMITED TO: BATTERY PACKS, EXIT SIGNS, FIREALARMS, ETC.) IN COMPLIANCE WITH MUNICIPAL AGENCY HAVINGJURISDICTION.14.DIMMERS AND SWITCHES SHALL BE GANGED TOGETHER IN LARGESTMULTI-GANG BOXES WITH COMMON FACE PLATES POSSIBLE. STACKINGOF LARGE BOXES (5 SWITCHES ABOVE 5 SWITCHES) IS ACCEPTABLE.15.MATERIALS PLACED IN CEILING SHALL BE REQUIRED TO HAVE A PLENUMRATING.16.STENCIL RATED WALLS ABOVE CEILING.17.18" CLEARANCE MUST BE MAINTAINED BETWEEN THE UNDERSIDE OF ANYSPRINKLER HEADS AND THE TOP OF ANY OBSTRUCTION BELOW EXCEPTFOR THOSE SPRINKLER HEADS INSTALLED ABOVE SUSPENDED CEILINGCLOUDS.18.ALL EXPOSED CONDUIT, PIPING, DUCT WORK, AND STRUCTURE IN AREA AWHERE SPACE IS OPEN TO DECK ABOVE SHALL BE PAINTED OUT; REFERTO FINISH SCHEDULE FOR PAINT SPECIFICATION.19.PROVIDE CONTROL JOINTS ON GYP.BD. ASSEMBLIES PERSPECIFICATIONSC CONSTRAINTS. LOCATE AS SHOWN ON RCP (ASAPPLICABLE).09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.2.1BREFLECTED CEILINGPLAN - LEVEL 01 -REGION BCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A1.2.1B1RCP - LEVEL 1 - REGION BABCDGENERAL NOTESKEY PLANSHEET KEYNOTESRCP LEGEND1 PROVIDE ELECTRONIC OPTICAL TURNSTILES NAC1 PROVIDE METAL CONDUIT IN DECORATIVE LAYOUT, PAINTP-8C2 RECESSED PROJECTION SCREEN, NICC3 PROVIDE COMPLETE ASSEMBLY FOR ELECTRONICBI-PARTING STAGE CURTAIN TRACK SYSTEM (SURFACEMOUNTED), SEE STRUCTURALC4 PROVIDE HEAT LAMPS CENTERED ON MILLWORK BELOW.CONFIRM FINAL PLACEMENT WITH ARAMARK ANDEQUIPMENT.C5 SCREEN POLE MTD TO DECK, COORDINATE FINALPLACEMENT WITH ARAMARK.NO. REASON DATE
W S WSWSCCTVCCTVWSWSHHHHJJJJEEEEDDDDFFFFXWVZRESIDENTIALDINING131WOMEN117MEN116STAIR 3115MAINELECTRICALROOM152EMERGENCYELECTRICALROOM151PIZZA/GRILLWALK-IN138PIZZA/GRILL132BAKESHOP/HOME134GLOBALGRILL135PREP147DISHWAREWASH149DELI/PRODUCEMARKET136PREP1379' - 8"MTL-110' - 0"ACT-310' - 0"ACT-39' - 0"ACT-112' - 0"ACT-1HOODHOODHOODHOODHOODEXPOSEDEXPOSEDP-610' - 0"GWB10' - 0"GWB11' - 0"MP-411' - 0"MTL-2WSWSWSWSWSWS10' - 0"ACT-110' - 0"GWB10' - 0"ACT-38' - 10"GWB10' - 0"ACT-310' - 0"ACT-310' - 0"ACT-310' - 0"GWB8' - 0"GWBJAN141BBQ13310' - 0"ACT-3W.5DD.5DD.5EE.5EE.5FF.5FF.5YC1HOODHOODHOOD3 ' - 2"3 ' - 2"ACT-2ACT-5ACT-2HH.5HH.5P-61FA5.3.24' - 2 63/256"1' - 8 1/2"10' - 0 1/2"5' - 8"E QEQ 4' - 0"EQEQ4FA5.3.2E Q
4 ' - 0 "
4 ' - 0 "
4 ' - 0 "
4 ' - 0 "
4 ' - 0 "
4 ' - 0 "
4 ' - 0 "
E Q
MP-4+11' - 0"E Q 4 ' - 0 "4 ' - 0 "4 ' - 0 "E Q
E QEQ 3' - 0 1/4"E Q
E Q
1' - 4 "
1' - 4 "EQ
EQ
7FA5.3.25 ' - 0 "
5 ' - 0 "
5 ' - 0 "
5 ' - 0 "
5 ' - 0 "
5 ' - 0 "5' - 0"2 ' - 6 "
1 0 ' - 0 "
1 0 ' - 0 "
1 0 ' - 0 "1 0 ' - 0 "2 ' - 6 "2 ' - 0 "
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2 ' - 0 "2 ' - 0 "3CA5.3.36 "
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4AA5.3.34AA5.3.37AA5.3.35AA5.3.3GWB+10' - 0"3DA5.3.3C4C5C5C5GWB+10' - 0"5CA5.3.3EQEQEQEQE Q
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EQEQEQEQEQEQEQEQ5AA5.3.34AA5.3.3GWB+6' - 0"7CA5.3.32 6 ' - 8 "14' - 10"7AA5.3.32 X 2 DIRECT/INDIRECTFLUORESCENT LIGHTFIXTURESURFACE MOUNTED INDIRECT LIGHT FIXTURERECESSED DOWNLIGHT FIXTUREACT CEILING SYSTEMGWB CEILING(SEE A811 FOR SPECIFICATIONS)MECHANICAL RETURNDIFFUSERMECHANICAL SUPPLYDIFFUSERSUSPENDED LINEAR LIGHT FIXTUREWALL SCONCE (INTERIOR)SPRINKLER HEADEXIT SIGNSINGLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMDOUBLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMRECESSED PROJECTIONSCREENPROJECTORWALL SCONCE (EXTERIOR)MECHANICAL SUPPLYDIFFUSERMECHANICAL RETURNDIFFUSERPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREMETAL CEILING SYSTEMWOOD CEILINGMETAL CEILING SYSTEMCOVE LIGHT FIXTUREMINI PENDANT LIGHT FIXTURE ON TRACKRECESSED LINEAR LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREACOUSTICAL CEILING SYSTEMACOUSTICAL CEILING SYSTEMTRACK LIGHTING1.CEILING HEIGHTS ARE GIVEN FROM FINISHED FLOOR ELEV. ANYCONFLICT / DISCREPANCY SHALL BE REPORTED TO ARCHITECT.2.REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS.3.ALL LIGHTING FIXTURES ON THIS PLAN ARE SHOWN FOR LOCATIONREFERENCE ONLY. COORDINATE WITH ELECTRICAL DWGS FOR FIXTURETYPE AND WIRING DIAGRAMS.4.ARCHITECTURAL CEILING PLANS SHALL GOVERN FOR LOCATIONS OF ALLCEILING DEVICES AS SHOWN. ENGINEERING DOCUMENTS SHALLPREVAIL ONLY IN CASE OF SCOPE OF WORK AND ELEMENTS OCCURINGABOVE CEILING. DISCREPANCIES MUST BE BROUGH UP TO THEARCHITECT'S ATTENTION. AT TIME OF BID, ANY DISCREPANCIES NOTBROUGHT UP TO THE ARCHITECT'S ATTENTION SHALL BE THERESPONSIBILITY OF THE GC.5.REFER TO MECHANICAL, ELECTRICAL, AND SPRINKLER DRAWINGS FORDEVICES.6.CENTER SUSPENDED CEILING GRIDS IN ROOMS.7.TILES SHALL BE INSTALLED SO GRAIN LINES OF TILE ARE RUNNING INSAME DIRECTION FOR EACH CEILING TYPE.8.ACOUSTICAL CONTRACTOR SHALL MIX TILE IN A UNIFORM MANNER TOELIMINATE BANDING OR BATCHING.9.FOLLOWING COMPLETION OF ACOUSTICAL CEILING INSTALLATION, ALLJOINTS SHALL BE STRAIGHT AND TRUE TO LINE, WITH EXPOSEDSURFACES FLUSH AND LEVEL.10.SPRINKLER HEADS SHALL BE CENTERED IN MODULE OF THE TILEINDICATED. SPRINKLER HEAD ESCHUTIONS IN COLOR GYP. BOARDPLANES SHALL BE CUSTOM FINISHED BY MANUFACTURER TO MATCHCEILING COLOR AS SCHEDULED.11.IF CEILING DIFFUSER, LIGHT FIXTURES OR OTHER ELEMENTS ON ORABOVE THE CEILING CAN NOT BE LOCATED AS SHOWN ON THEDRAWINGS, SUCH INTERFERENCE SHALL BE REPORTED IMMEDIATELY TOARCHITECT FOR RELOCATION.12.PROVIDE EMERGENCY BATTERY PACKS OR EMERGENCY CIRCUITS ASREQUIRED BY CODE. SEE ELECTRICAL DRAWINGS FOR CIRCUITRY OFEMERGENCY LIGHT FIXTURES.13.PROVIDE FINAL QUANTITY AND LOCATION OF EMERGENCY DEVICES,(INCLUDING BUT NOT LIMITED TO: BATTERY PACKS, EXIT SIGNS, FIREALARMS, ETC.) IN COMPLIANCE WITH MUNICIPAL AGENCY HAVINGJURISDICTION.14.DIMMERS AND SWITCHES SHALL BE GANGED TOGETHER IN LARGESTMULTI-GANG BOXES WITH COMMON FACE PLATES POSSIBLE. STACKINGOF LARGE BOXES (5 SWITCHES ABOVE 5 SWITCHES) IS ACCEPTABLE.15.MATERIALS PLACED IN CEILING SHALL BE REQUIRED TO HAVE A PLENUMRATING.16.STENCIL RATED WALLS ABOVE CEILING.17.18" CLEARANCE MUST BE MAINTAINED BETWEEN THE UNDERSIDE OF ANYSPRINKLER HEADS AND THE TOP OF ANY OBSTRUCTION BELOW EXCEPTFOR THOSE SPRINKLER HEADS INSTALLED ABOVE SUSPENDED CEILINGCLOUDS.18.ALL EXPOSED CONDUIT, PIPING, DUCT WORK, AND STRUCTURE IN AREA AWHERE SPACE IS OPEN TO DECK ABOVE SHALL BE PAINTED OUT; REFERTO FINISH SCHEDULE FOR PAINT SPECIFICATION.19.PROVIDE CONTROL JOINTS ON GYP.BD. ASSEMBLIES PERSPECIFICATIONSC CONSTRAINTS. LOCATE AS SHOWN ON RCP (ASAPPLICABLE).09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.2.1CREFLECTED CEILINGPLAN - LEVEL 01 -REGION CCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A1.2.1C1RCP - LEVEL 1 - REGION CABCDGENERAL NOTESKEY PLANSHEET KEYNOTESRCP LEGEND1 PROVIDE ELECTRONIC OPTICAL TURNSTILES NAC1 PROVIDE METAL CONDUIT IN DECORATIVE LAYOUT, PAINTP-8C2 RECESSED PROJECTION SCREEN, NICC3 PROVIDE COMPLETE ASSEMBLY FOR ELECTRONICBI-PARTING STAGE CURTAIN TRACK SYSTEM (SURFACEMOUNTED), SEE STRUCTURALC4 PROVIDE HEAT LAMPS CENTERED ON MILLWORK BELOW.CONFIRM FINAL PLACEMENT WITH ARAMARK ANDEQUIPMENT.C5 SCREEN POLE MTD TO DECK, COORDINATE FINALPLACEMENT WITH ARAMARK.NO. REASON DATE
WSWSCCTVCCTVWSWS891011EECCAAHH7JJDDBBVVTREXPOSEDCOOLERWALK-IN144FREEZERWALK-IN143ELEVATOR109WOMEN156MEN155MACHINEROOM112FIREPUMP164STAIR 2111ELECT./IT108WOMEN107MEN106UNIONADMIN.166SPIRITGEAR165OFFICE173OFFICE172OFFICE169EXPOSEDEXPOSEDP-6EXPOSED10' - 0"ACT-110' - 0"ACT-110' - 0"ACT-110' - 0"ACT-110' - 0"ACT-112' - 0"WD-110' - 0"GWB10' - 0"GWB9' - 0"GWB9' - 0"GWB10' - 0"ACT-110' - 0"ACT-111' - 0"WD-110' - 0"ACT-1A.5A.512' - 0"ACT-1EXPOSEDP-6OFFICE175OFFICE177MONEYROOM171OFFICE167MAIL/STORAGE168STOR178FOODSERVICEADMIN.17010' - 0"ACT-110' - 0"ACT-110' - 0"ACT-110' - 0"ACT-110' - 0"ACT-1EXPOSEDEXPOSED10' - 0"ACT-110' - 0"ACT-310' - 0"ACT-310' - 0"ACT-3CORRIDOR154FOODSERVICEOPERATIONS157CHEFOFFICE158BAG INBOX146KITCHENBOH142LOADINGDOCK153KITCHENBOH142CORRIDOR154STORAGE1459' - 0"ACT-310' - 0"ACT-310' - 0"ACT-310' - 0"GWBwswswswswswsEE.5FF.5FF.512C.9C.9SGGGG11' - 0"11' - 0"11' - 0"11' - 0"11' - 0"11' - 0"11' - 0"11' - 0"11' - 0"HH.5CORRIDOR110MGR./CASHOFFICE163RECEIVING/PROCESSING1628' - 0"8' - 0"8' - 0"4' - 5"4' - 11"6' - 10 7/8"5' - 9 7/8"EQ5' - 0"5' - 0"EQ1' - 0"16' - 0"2' - 0"32' - 0"5DA5.3.3WIN-2WIN-2WIN-2WIN-2WIN-2WIN-2WIN-2WIN-2WIN-2WIN-2WIN-2WIN-2WIN-2ACT-3+10' - 0"COPY/SUPPLY170-1BUILDINGSTORAGE1612 X 2 DIRECT/INDIRECTFLUORESCENT LIGHTFIXTURESURFACE MOUNTED INDIRECT LIGHT FIXTURERECESSED DOWNLIGHT FIXTUREACT CEILING SYSTEMGWB CEILING(SEE A811 FOR SPECIFICATIONS)MECHANICAL RETURNDIFFUSERMECHANICAL SUPPLYDIFFUSERSUSPENDED LINEAR LIGHT FIXTUREWALL SCONCE (INTERIOR)SPRINKLER HEADEXIT SIGNSINGLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMDOUBLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMRECESSED PROJECTIONSCREENPROJECTORWALL SCONCE (EXTERIOR)MECHANICAL SUPPLYDIFFUSERMECHANICAL RETURNDIFFUSERPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREMETAL CEILING SYSTEMWOOD CEILINGMETAL CEILING SYSTEMCOVE LIGHT FIXTUREMINI PENDANT LIGHT FIXTURE ON TRACKRECESSED LINEAR LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREACOUSTICAL CEILING SYSTEMACOUSTICAL CEILING SYSTEMTRACK LIGHTING1.CEILING HEIGHTS ARE GIVEN FROM FINISHED FLOOR ELEV. ANYCONFLICT / DISCREPANCY SHALL BE REPORTED TO ARCHITECT.2.REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS.3.ALL LIGHTING FIXTURES ON THIS PLAN ARE SHOWN FOR LOCATIONREFERENCE ONLY. COORDINATE WITH ELECTRICAL DWGS FOR FIXTURETYPE AND WIRING DIAGRAMS.4.ARCHITECTURAL CEILING PLANS SHALL GOVERN FOR LOCATIONS OF ALLCEILING DEVICES AS SHOWN. ENGINEERING DOCUMENTS SHALLPREVAIL ONLY IN CASE OF SCOPE OF WORK AND ELEMENTS OCCURINGABOVE CEILING. DISCREPANCIES MUST BE BROUGH UP TO THEARCHITECT'S ATTENTION. AT TIME OF BID, ANY DISCREPANCIES NOTBROUGHT UP TO THE ARCHITECT'S ATTENTION SHALL BE THERESPONSIBILITY OF THE GC.5.REFER TO MECHANICAL, ELECTRICAL, AND SPRINKLER DRAWINGS FORDEVICES.6.CENTER SUSPENDED CEILING GRIDS IN ROOMS.7.TILES SHALL BE INSTALLED SO GRAIN LINES OF TILE ARE RUNNING INSAME DIRECTION FOR EACH CEILING TYPE.8.ACOUSTICAL CONTRACTOR SHALL MIX TILE IN A UNIFORM MANNER TOELIMINATE BANDING OR BATCHING.9.FOLLOWING COMPLETION OF ACOUSTICAL CEILING INSTALLATION, ALLJOINTS SHALL BE STRAIGHT AND TRUE TO LINE, WITH EXPOSEDSURFACES FLUSH AND LEVEL.10.SPRINKLER HEADS SHALL BE CENTERED IN MODULE OF THE TILEINDICATED. SPRINKLER HEAD ESCHUTIONS IN COLOR GYP. BOARDPLANES SHALL BE CUSTOM FINISHED BY MANUFACTURER TO MATCHCEILING COLOR AS SCHEDULED.11.IF CEILING DIFFUSER, LIGHT FIXTURES OR OTHER ELEMENTS ON ORABOVE THE CEILING CAN NOT BE LOCATED AS SHOWN ON THEDRAWINGS, SUCH INTERFERENCE SHALL BE REPORTED IMMEDIATELY TOARCHITECT FOR RELOCATION.12.PROVIDE EMERGENCY BATTERY PACKS OR EMERGENCY CIRCUITS ASREQUIRED BY CODE. SEE ELECTRICAL DRAWINGS FOR CIRCUITRY OFEMERGENCY LIGHT FIXTURES.13.PROVIDE FINAL QUANTITY AND LOCATION OF EMERGENCY DEVICES,(INCLUDING BUT NOT LIMITED TO: BATTERY PACKS, EXIT SIGNS, FIREALARMS, ETC.) IN COMPLIANCE WITH MUNICIPAL AGENCY HAVINGJURISDICTION.14.DIMMERS AND SWITCHES SHALL BE GANGED TOGETHER IN LARGESTMULTI-GANG BOXES WITH COMMON FACE PLATES POSSIBLE. STACKINGOF LARGE BOXES (5 SWITCHES ABOVE 5 SWITCHES) IS ACCEPTABLE.15.MATERIALS PLACED IN CEILING SHALL BE REQUIRED TO HAVE A PLENUMRATING.16.STENCIL RATED WALLS ABOVE CEILING.17.18" CLEARANCE MUST BE MAINTAINED BETWEEN THE UNDERSIDE OF ANYSPRINKLER HEADS AND THE TOP OF ANY OBSTRUCTION BELOW EXCEPTFOR THOSE SPRINKLER HEADS INSTALLED ABOVE SUSPENDED CEILINGCLOUDS.18.ALL EXPOSED CONDUIT, PIPING, DUCT WORK, AND STRUCTURE IN AREA AWHERE SPACE IS OPEN TO DECK ABOVE SHALL BE PAINTED OUT; REFERTO FINISH SCHEDULE FOR PAINT SPECIFICATION.19.PROVIDE CONTROL JOINTS ON GYP.BD. ASSEMBLIES PERSPECIFICATIONSC CONSTRAINTS. LOCATE AS SHOWN ON RCP (ASAPPLICABLE).09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.2.1DREFLECTED CEILINGPLAN - LEVEL 01 -REGION DCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A1.2.1D1RCP - LEVEL 1 - REGION DABCDGENERAL NOTESKEY PLANSHEET KEYNOTESRCP LEGEND1 PROVIDE ELECTRONIC OPTICAL TURNSTILES NAC1 PROVIDE METAL CONDUIT IN DECORATIVE LAYOUT, PAINTP-8C2 RECESSED PROJECTION SCREEN, NICC3 PROVIDE COMPLETE ASSEMBLY FOR ELECTRONICBI-PARTING STAGE CURTAIN TRACK SYSTEM (SURFACEMOUNTED), SEE STRUCTURALC4 PROVIDE HEAT LAMPS CENTERED ON MILLWORK BELOW.CONFIRM FINAL PLACEMENT WITH ARAMARK ANDEQUIPMENT.C5 SCREEN POLE MTD TO DECK, COORDINATE FINALPLACEMENT WITH ARAMARK.NO. REASON DATE
WSWSWSW S CCTVCCTVWSWS346891011EECCAAHHHHML7JJJJEEDDFF1AAAABB1.2DDX.8XXWWVZTRYY25BBBBCCCC2.82.8U40'-0"A.5A.5V.2W.5W.5BB.5BB.5DD.5DD.5EE.5EE.5FF.5FF.512C.9C.9YSGG6.23' - 4"3' - 4"3' - 4"HH.5HH.51 ' - 4 "6' - 4 1/4"2 X 2 DIRECT/INDIRECTFLUORESCENT LIGHTFIXTURESURFACE MOUNTED INDIRECT LIGHT FIXTURERECESSED DOWNLIGHT FIXTUREACT CEILING SYSTEMGWB CEILING(SEE A811 FOR SPECIFICATIONS)MECHANICAL RETURNDIFFUSERMECHANICAL SUPPLYDIFFUSERSUSPENDED LINEAR LIGHT FIXTUREWALL SCONCE (INTERIOR)SPRINKLER HEADEXIT SIGNSINGLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMDOUBLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMRECESSED PROJECTIONSCREENPROJECTORWALL SCONCE (EXTERIOR)MECHANICAL SUPPLYDIFFUSERMECHANICAL RETURNDIFFUSERPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREMETAL CEILING SYSTEMWOOD CEILINGMETAL CEILING SYSTEMCOVE LIGHT FIXTUREMINI PENDANT LIGHT FIXTURE ON TRACKRECESSED LINEAR LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREACOUSTICAL CEILING SYSTEMACOUSTICAL CEILING SYSTEMTRACK LIGHTING1.CEILING HEIGHTS ARE GIVEN FROM FINISHED FLOOR ELEV. ANYCONFLICT / DISCREPANCY SHALL BE REPORTED TO ARCHITECT.2.REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS.3.ALL LIGHTING FIXTURES ON THIS PLAN ARE SHOWN FOR LOCATIONREFERENCE ONLY. COORDINATE WITH ELECTRICAL DWGS FOR FIXTURETYPE AND WIRING DIAGRAMS.4.ARCHITECTURAL CEILING PLANS SHALL GOVERN FOR LOCATIONS OF ALLCEILING DEVICES AS SHOWN. ENGINEERING DOCUMENTS SHALLPREVAIL ONLY IN CASE OF SCOPE OF WORK AND ELEMENTS OCCURINGABOVE CEILING. DISCREPANCIES MUST BE BROUGH UP TO THEARCHITECT'S ATTENTION. AT TIME OF BID, ANY DISCREPANCIES NOTBROUGHT UP TO THE ARCHITECT'S ATTENTION SHALL BE THERESPONSIBILITY OF THE GC.5.REFER TO MECHANICAL, ELECTRICAL, AND SPRINKLER DRAWINGS FORDEVICES.6.CENTER SUSPENDED CEILING GRIDS IN ROOMS.7.TILES SHALL BE INSTALLED SO GRAIN LINES OF TILE ARE RUNNING INSAME DIRECTION FOR EACH CEILING TYPE.8.ACOUSTICAL CONTRACTOR SHALL MIX TILE IN A UNIFORM MANNER TOELIMINATE BANDING OR BATCHING.9.FOLLOWING COMPLETION OF ACOUSTICAL CEILING INSTALLATION, ALLJOINTS SHALL BE STRAIGHT AND TRUE TO LINE, WITH EXPOSEDSURFACES FLUSH AND LEVEL.10.SPRINKLER HEADS SHALL BE CENTERED IN MODULE OF THE TILEINDICATED. SPRINKLER HEAD ESCHUTIONS IN COLOR GYP. BOARDPLANES SHALL BE CUSTOM FINISHED BY MANUFACTURER TO MATCHCEILING COLOR AS SCHEDULED.11.IF CEILING DIFFUSER, LIGHT FIXTURES OR OTHER ELEMENTS ON ORABOVE THE CEILING CAN NOT BE LOCATED AS SHOWN ON THEDRAWINGS, SUCH INTERFERENCE SHALL BE REPORTED IMMEDIATELY TOARCHITECT FOR RELOCATION.12.PROVIDE EMERGENCY BATTERY PACKS OR EMERGENCY CIRCUITS ASREQUIRED BY CODE. SEE ELECTRICAL DRAWINGS FOR CIRCUITRY OFEMERGENCY LIGHT FIXTURES.13.PROVIDE FINAL QUANTITY AND LOCATION OF EMERGENCY DEVICES,(INCLUDING BUT NOT LIMITED TO: BATTERY PACKS, EXIT SIGNS, FIREALARMS, ETC.) IN COMPLIANCE WITH MUNICIPAL AGENCY HAVINGJURISDICTION.14.DIMMERS AND SWITCHES SHALL BE GANGED TOGETHER IN LARGESTMULTI-GANG BOXES WITH COMMON FACE PLATES POSSIBLE. STACKINGOF LARGE BOXES (5 SWITCHES ABOVE 5 SWITCHES) IS ACCEPTABLE.15.MATERIALS PLACED IN CEILING SHALL BE REQUIRED TO HAVE A PLENUMRATING.16.STENCIL RATED WALLS ABOVE CEILING.17.18" CLEARANCE MUST BE MAINTAINED BETWEEN THE UNDERSIDE OF ANYSPRINKLER HEADS AND THE TOP OF ANY OBSTRUCTION BELOW EXCEPTFOR THOSE SPRINKLER HEADS INSTALLED ABOVE SUSPENDED CEILINGCLOUDS.18.ALL EXPOSED CONDUIT, PIPING, DUCT WORK, AND STRUCTURE IN AREA AWHERE SPACE IS OPEN TO DECK ABOVE SHALL BE PAINTED OUT; REFERTO FINISH SCHEDULE FOR PAINT SPECIFICATION.19.PROVIDE CONTROL JOINTS ON GYP.BD. ASSEMBLIES PERSPECIFICATIONSC CONSTRAINTS. LOCATE AS SHOWN ON RCP (ASAPPLICABLE).09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.2.2REFLECTED CEILINGPLAN - OVERALL LEVEL02CAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLEABCDGENERAL NOTESKEY PLANSHEET KEYNOTESRCP LEGENDC1 PROVIDE METAL CONDUIT IN DECORATIVE LAYOUT, PAINTP-8C2 RECESSED PROJECTION SCREEN, NICC3 PROVIDE COMPLETE ASSEMBLY FOR ELECTRONICBI-PARTING STAGE CURTAIN TRACK SYSTEM (SURFACEMOUNTED), SEE STRUCTURALC4 PROVIDE HEAT LAMPS CENTERED ON MILLWORK BELOW.CONFIRM FINAL PLACEMENT WITH ARAMARK ANDEQUIPMENT.C5 SCREEN POLE MTD TO DECK, COORDINATE FINALPLACEMENT WITH ARAMARK.NO. REASON DATE
WSWSCCTVCCTVWSWS34466CCAAMM1AAAABB1.2X.8XXWWV25BBBBCCCC2.82.8U12' - 0"ACT-111' - 0"ACT-111' - 0"ACT-111' - 0"ACT-110' - 0"GWB10' - 0"ACT-112' - 2"ACT-122' - 0"WD-212' - 2"ACT-111' - 0"ACT-111' - 0"WD-211' - 0"WD-211' - 0"ACT-1EXPOSED10' - 6"GWBA.5CINEMA293PINEBURR289GMR286GMR285GMR284SMOOTHIEBAR294WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS10'-4"V.2W.5W.5BB.5BB.5C.9C.9WSWSWSWSWSWSWSWSWSWSWSWSSEE A1.2.3A FOR FULL CINEMA RCP6.211' - 0"ACT-1FITNESS222C2C322' - 6"ACT-8P-8P-8WIN-2ASC-1WIN-2WIN-2WIN-3WIN-3WIN-3WIN-3WIN-3WIN-3WIN-3WIN-2WIN-2WIN-25AA5.3.15AA5.3.11AA5.3.11AA5.3.11AA5.3.13AA5.3.1WIN-23AA5.3.19' - 11 1/2"9' - 11 1/2"10' - 0"3EA5.3.112' - 0"ACT-111' - 0"GWB11' - 0"ACT-111' - 0"ACT-1SMOOTHIEBAR BOH295S7DA5.3.312' - 0"ACT-11EA5.3.37DA5.3.210' - 0"GWB10' - 0"GWB5DA5.3.2P-8P-8GWB+9' - 0"WIN-2STAIR 421912' - 6"9' - 0"GWB9' - 0"GWBACT-1+12' - 0"P-6EQEQEQEQ5' - 4 3/4"5' - 4 3/4"44' - 7"12' - 0"EQEQA1.2.3A1ASimMTL12' - 0"ACT-111' - 0"GWB11' - 0"GWBACT-8+23' - 0"WSWS2 X 2 DIRECT/INDIRECTFLUORESCENT LIGHTFIXTURESURFACE MOUNTED INDIRECT LIGHT FIXTURERECESSED DOWNLIGHT FIXTUREACT CEILING SYSTEMGWB CEILING(SEE A811 FOR SPECIFICATIONS)MECHANICAL RETURNDIFFUSERMECHANICAL SUPPLYDIFFUSERSUSPENDED LINEAR LIGHT FIXTUREWALL SCONCE (INTERIOR)SPRINKLER HEADEXIT SIGNSINGLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMDOUBLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMRECESSED PROJECTIONSCREENPROJECTORWALL SCONCE (EXTERIOR)MECHANICAL SUPPLYDIFFUSERMECHANICAL RETURNDIFFUSERPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREMETAL CEILING SYSTEMWOOD CEILINGMETAL CEILING SYSTEMCOVE LIGHT FIXTUREMINI PENDANT LIGHT FIXTURE ON TRACKRECESSED LINEAR LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREACOUSTICAL CEILING SYSTEMACOUSTICAL CEILING SYSTEMTRACK LIGHTING1.CEILING HEIGHTS ARE GIVEN FROM FINISHED FLOOR ELEV. ANYCONFLICT / DISCREPANCY SHALL BE REPORTED TO ARCHITECT.2.REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS.3.ALL LIGHTING FIXTURES ON THIS PLAN ARE SHOWN FOR LOCATIONREFERENCE ONLY. COORDINATE WITH ELECTRICAL DWGS FOR FIXTURETYPE AND WIRING DIAGRAMS.4.ARCHITECTURAL CEILING PLANS SHALL GOVERN FOR LOCATIONS OF ALLCEILING DEVICES AS SHOWN. ENGINEERING DOCUMENTS SHALLPREVAIL ONLY IN CASE OF SCOPE OF WORK AND ELEMENTS OCCURINGABOVE CEILING. DISCREPANCIES MUST BE BROUGH UP TO THEARCHITECT'S ATTENTION. AT TIME OF BID, ANY DISCREPANCIES NOTBROUGHT UP TO THE ARCHITECT'S ATTENTION SHALL BE THERESPONSIBILITY OF THE GC.5.REFER TO MECHANICAL, ELECTRICAL, AND SPRINKLER DRAWINGS FORDEVICES.6.CENTER SUSPENDED CEILING GRIDS IN ROOMS.7.TILES SHALL BE INSTALLED SO GRAIN LINES OF TILE ARE RUNNING INSAME DIRECTION FOR EACH CEILING TYPE.8.ACOUSTICAL CONTRACTOR SHALL MIX TILE IN A UNIFORM MANNER TOELIMINATE BANDING OR BATCHING.9.FOLLOWING COMPLETION OF ACOUSTICAL CEILING INSTALLATION, ALLJOINTS SHALL BE STRAIGHT AND TRUE TO LINE, WITH EXPOSEDSURFACES FLUSH AND LEVEL.10.SPRINKLER HEADS SHALL BE CENTERED IN MODULE OF THE TILEINDICATED. SPRINKLER HEAD ESCHUTIONS IN COLOR GYP. BOARDPLANES SHALL BE CUSTOM FINISHED BY MANUFACTURER TO MATCHCEILING COLOR AS SCHEDULED.11.IF CEILING DIFFUSER, LIGHT FIXTURES OR OTHER ELEMENTS ON ORABOVE THE CEILING CAN NOT BE LOCATED AS SHOWN ON THEDRAWINGS, SUCH INTERFERENCE SHALL BE REPORTED IMMEDIATELY TOARCHITECT FOR RELOCATION.12.PROVIDE EMERGENCY BATTERY PACKS OR EMERGENCY CIRCUITS ASREQUIRED BY CODE. SEE ELECTRICAL DRAWINGS FOR CIRCUITRY OFEMERGENCY LIGHT FIXTURES.13.PROVIDE FINAL QUANTITY AND LOCATION OF EMERGENCY DEVICES,(INCLUDING BUT NOT LIMITED TO: BATTERY PACKS, EXIT SIGNS, FIREALARMS, ETC.) IN COMPLIANCE WITH MUNICIPAL AGENCY HAVINGJURISDICTION.14.DIMMERS AND SWITCHES SHALL BE GANGED TOGETHER IN LARGESTMULTI-GANG BOXES WITH COMMON FACE PLATES POSSIBLE. STACKINGOF LARGE BOXES (5 SWITCHES ABOVE 5 SWITCHES) IS ACCEPTABLE.15.MATERIALS PLACED IN CEILING SHALL BE REQUIRED TO HAVE A PLENUMRATING.16.STENCIL RATED WALLS ABOVE CEILING.17.18" CLEARANCE MUST BE MAINTAINED BETWEEN THE UNDERSIDE OF ANYSPRINKLER HEADS AND THE TOP OF ANY OBSTRUCTION BELOW EXCEPTFOR THOSE SPRINKLER HEADS INSTALLED ABOVE SUSPENDED CEILINGCLOUDS.18.ALL EXPOSED CONDUIT, PIPING, DUCT WORK, AND STRUCTURE IN AREA AWHERE SPACE IS OPEN TO DECK ABOVE SHALL BE PAINTED OUT; REFERTO FINISH SCHEDULE FOR PAINT SPECIFICATION.19.PROVIDE CONTROL JOINTS ON GYP.BD. ASSEMBLIES PERSPECIFICATIONSC CONSTRAINTS. LOCATE AS SHOWN ON RCP (ASAPPLICABLE).09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.2.2AREFLECTED CEILINGPLAN - LEVEL 02 -REGION ACAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A1.2.2A1RCP - LEVEL 2 - REGION AABCDGENERAL NOTESKEY PLANSHEET KEYNOTESRCP LEGENDC1 PROVIDE METAL CONDUIT IN DECORATIVE LAYOUT, PAINTP-8C2 RECESSED PROJECTION SCREEN, NICC3 PROVIDE COMPLETE ASSEMBLY FOR ELECTRONICBI-PARTING STAGE CURTAIN TRACK SYSTEM (SURFACEMOUNTED), SEE STRUCTURALC4 PROVIDE HEAT LAMPS CENTERED ON MILLWORK BELOW.CONFIRM FINAL PLACEMENT WITH ARAMARK ANDEQUIPMENT.C5 SCREEN POLE MTD TO DECK, COORDINATE FINALPLACEMENT WITH ARAMARK.NO. REASON DATE
CCTVCCTVWSWS66CCAAMMLL7DDBBXWWVYY10' - 0"ACT-610' - 0"ACT-6EXPOSED12' - 0"GWBA.5W.5C.9C.912' - 0"GWB12' - 0"GWB12' - 0"GWB11' - 6"WD-13CA5.3.1SSACT-1+12' - 0"GWB+12' - 0"GWB+10' - 0"WIN-5MTL-4+16' - 0"GWB+16' - 0"WD-2+15' - 11"WD-2+15' - 11"2 X 2 DIRECT/INDIRECTFLUORESCENT LIGHTFIXTURESURFACE MOUNTED INDIRECT LIGHT FIXTURERECESSED DOWNLIGHT FIXTUREACT CEILING SYSTEMGWB CEILING(SEE A811 FOR SPECIFICATIONS)MECHANICAL RETURNDIFFUSERMECHANICAL SUPPLYDIFFUSERSUSPENDED LINEAR LIGHT FIXTUREWALL SCONCE (INTERIOR)SPRINKLER HEADEXIT SIGNSINGLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMDOUBLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMRECESSED PROJECTIONSCREENPROJECTORWALL SCONCE (EXTERIOR)MECHANICAL SUPPLYDIFFUSERMECHANICAL RETURNDIFFUSERPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREMETAL CEILING SYSTEMWOOD CEILINGMETAL CEILING SYSTEMCOVE LIGHT FIXTUREMINI PENDANT LIGHT FIXTURE ON TRACKRECESSED LINEAR LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREACOUSTICAL CEILING SYSTEMACOUSTICAL CEILING SYSTEMTRACK LIGHTING1.CEILING HEIGHTS ARE GIVEN FROM FINISHED FLOOR ELEV. ANYCONFLICT / DISCREPANCY SHALL BE REPORTED TO ARCHITECT.2.REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS.3.ALL LIGHTING FIXTURES ON THIS PLAN ARE SHOWN FOR LOCATIONREFERENCE ONLY. COORDINATE WITH ELECTRICAL DWGS FOR FIXTURETYPE AND WIRING DIAGRAMS.4.ARCHITECTURAL CEILING PLANS SHALL GOVERN FOR LOCATIONS OF ALLCEILING DEVICES AS SHOWN. ENGINEERING DOCUMENTS SHALLPREVAIL ONLY IN CASE OF SCOPE OF WORK AND ELEMENTS OCCURINGABOVE CEILING. DISCREPANCIES MUST BE BROUGH UP TO THEARCHITECT'S ATTENTION. AT TIME OF BID, ANY DISCREPANCIES NOTBROUGHT UP TO THE ARCHITECT'S ATTENTION SHALL BE THERESPONSIBILITY OF THE GC.5.REFER TO MECHANICAL, ELECTRICAL, AND SPRINKLER DRAWINGS FORDEVICES.6.CENTER SUSPENDED CEILING GRIDS IN ROOMS.7.TILES SHALL BE INSTALLED SO GRAIN LINES OF TILE ARE RUNNING INSAME DIRECTION FOR EACH CEILING TYPE.8.ACOUSTICAL CONTRACTOR SHALL MIX TILE IN A UNIFORM MANNER TOELIMINATE BANDING OR BATCHING.9.FOLLOWING COMPLETION OF ACOUSTICAL CEILING INSTALLATION, ALLJOINTS SHALL BE STRAIGHT AND TRUE TO LINE, WITH EXPOSEDSURFACES FLUSH AND LEVEL.10.SPRINKLER HEADS SHALL BE CENTERED IN MODULE OF THE TILEINDICATED. SPRINKLER HEAD ESCHUTIONS IN COLOR GYP. BOARDPLANES SHALL BE CUSTOM FINISHED BY MANUFACTURER TO MATCHCEILING COLOR AS SCHEDULED.11.IF CEILING DIFFUSER, LIGHT FIXTURES OR OTHER ELEMENTS ON ORABOVE THE CEILING CAN NOT BE LOCATED AS SHOWN ON THEDRAWINGS, SUCH INTERFERENCE SHALL BE REPORTED IMMEDIATELY TOARCHITECT FOR RELOCATION.12.PROVIDE EMERGENCY BATTERY PACKS OR EMERGENCY CIRCUITS ASREQUIRED BY CODE. SEE ELECTRICAL DRAWINGS FOR CIRCUITRY OFEMERGENCY LIGHT FIXTURES.13.PROVIDE FINAL QUANTITY AND LOCATION OF EMERGENCY DEVICES,(INCLUDING BUT NOT LIMITED TO: BATTERY PACKS, EXIT SIGNS, FIREALARMS, ETC.) IN COMPLIANCE WITH MUNICIPAL AGENCY HAVINGJURISDICTION.14.DIMMERS AND SWITCHES SHALL BE GANGED TOGETHER IN LARGESTMULTI-GANG BOXES WITH COMMON FACE PLATES POSSIBLE. STACKINGOF LARGE BOXES (5 SWITCHES ABOVE 5 SWITCHES) IS ACCEPTABLE.15.MATERIALS PLACED IN CEILING SHALL BE REQUIRED TO HAVE A PLENUMRATING.16.STENCIL RATED WALLS ABOVE CEILING.17.18" CLEARANCE MUST BE MAINTAINED BETWEEN THE UNDERSIDE OF ANYSPRINKLER HEADS AND THE TOP OF ANY OBSTRUCTION BELOW EXCEPTFOR THOSE SPRINKLER HEADS INSTALLED ABOVE SUSPENDED CEILINGCLOUDS.18.ALL EXPOSED CONDUIT, PIPING, DUCT WORK, AND STRUCTURE IN AREA AWHERE SPACE IS OPEN TO DECK ABOVE SHALL BE PAINTED OUT; REFERTO FINISH SCHEDULE FOR PAINT SPECIFICATION.19.PROVIDE CONTROL JOINTS ON GYP.BD. ASSEMBLIES PERSPECIFICATIONSC CONSTRAINTS. LOCATE AS SHOWN ON RCP (ASAPPLICABLE).09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.2.2BREFLECTED CEILINGPLAN - LEVEL 02 -REGION BCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A1.2.2B1RCP - LEVEL 2 - REGION BABCDGENERAL NOTESKEY PLANSHEET KEYNOTESRCP LEGENDC1 PROVIDE METAL CONDUIT IN DECORATIVE LAYOUT, PAINTP-8C2 RECESSED PROJECTION SCREEN, NICC3 PROVIDE COMPLETE ASSEMBLY FOR ELECTRONICBI-PARTING STAGE CURTAIN TRACK SYSTEM (SURFACEMOUNTED), SEE STRUCTURALC4 PROVIDE HEAT LAMPS CENTERED ON MILLWORK BELOW.CONFIRM FINAL PLACEMENT WITH ARAMARK ANDEQUIPMENT.C5 SCREEN POLE MTD TO DECK, COORDINATE FINALPLACEMENT WITH ARAMARK.NO. REASON DATE
WSW S CCTVCCTVWSWSHHHHJJEEEEDDDDFFFFXXWWVVZZEXPOSEDEXPOSEDEXPOSEDEXPOSEDEXPOSED10' - 0"GWB10' - 0"GWB12' - 0"ACT-112' - 0"ACT-112' - 0"ACT-1WSWSWSWSWSWSWS16' - 0"GWB8' - 4"MP-48' - 4"MP-48' - 4"MP-48' - 4"MP-48' - 4"MP-48' - 4"MP-48' - 4"MP-48' - 4"MP-416' - 0"GWB8' - 4"MP-48' - 4"MP-48' - 4"MP-416' - 0"GWB16' - 0"GWB8' - 4"MP-48' - 4"MP-48' - 4"MP-416' - 0"GWB12' - 0"ACT-112' - 0"ACT-1HOUSEKEEPING(DRY)241CATERINGMEETING242CATERINGOFFICE243WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW.5W.5DD.5DD.5EE.5EE.5FF.5FF.5Y16' - 0"MTL-416' - 0"GWB16' - 0"MTL-416' - 0"MTL-4WIN-2WIN-2WIN-2WIN-2WIN-2WIN-2C2C2C22 ' - 5 "4 "
9 ' - 8 "
4 "2 ' - 5 "
2 ' - 5 "
4 "9 ' - 8 "4 "2 ' - 5 "2' - 5 "4"9' - 8 "4 "2' - 5 "4"12' - 0"12' - 0"4"4"12' - 0"12' - 0"4"4"12' - 0"12' - 0"4"2 ' - 10"4' - 0 "2 ' - 10"2 ' - 1 0 "4 ' - 0 "2 ' - 1 0 "2 ' - 1 0 "4 ' - 0"2 ' - 10 "
4 ' - 8 "3 ' - 4 "3' - 4"4' - 7 1 2 7 /1 2 8 "
4 ' - 8 "HH.52 X 2 DIRECT/INDIRECTFLUORESCENT LIGHTFIXTURESURFACE MOUNTED INDIRECT LIGHT FIXTURERECESSED DOWNLIGHT FIXTUREACT CEILING SYSTEMGWB CEILING(SEE A811 FOR SPECIFICATIONS)MECHANICAL RETURNDIFFUSERMECHANICAL SUPPLYDIFFUSERSUSPENDED LINEAR LIGHT FIXTUREWALL SCONCE (INTERIOR)SPRINKLER HEADEXIT SIGNSINGLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMDOUBLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMRECESSED PROJECTIONSCREENPROJECTORWALL SCONCE (EXTERIOR)MECHANICAL SUPPLYDIFFUSERMECHANICAL RETURNDIFFUSERPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREMETAL CEILING SYSTEMWOOD CEILINGMETAL CEILING SYSTEMCOVE LIGHT FIXTUREMINI PENDANT LIGHT FIXTURE ON TRACKRECESSED LINEAR LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREACOUSTICAL CEILING SYSTEMACOUSTICAL CEILING SYSTEMTRACK LIGHTING1.CEILING HEIGHTS ARE GIVEN FROM FINISHED FLOOR ELEV. ANYCONFLICT / DISCREPANCY SHALL BE REPORTED TO ARCHITECT.2.REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS.3.ALL LIGHTING FIXTURES ON THIS PLAN ARE SHOWN FOR LOCATIONREFERENCE ONLY. COORDINATE WITH ELECTRICAL DWGS FOR FIXTURETYPE AND WIRING DIAGRAMS.4.ARCHITECTURAL CEILING PLANS SHALL GOVERN FOR LOCATIONS OF ALLCEILING DEVICES AS SHOWN. ENGINEERING DOCUMENTS SHALLPREVAIL ONLY IN CASE OF SCOPE OF WORK AND ELEMENTS OCCURINGABOVE CEILING. DISCREPANCIES MUST BE BROUGH UP TO THEARCHITECT'S ATTENTION. AT TIME OF BID, ANY DISCREPANCIES NOTBROUGHT UP TO THE ARCHITECT'S ATTENTION SHALL BE THERESPONSIBILITY OF THE GC.5.REFER TO MECHANICAL, ELECTRICAL, AND SPRINKLER DRAWINGS FORDEVICES.6.CENTER SUSPENDED CEILING GRIDS IN ROOMS.7.TILES SHALL BE INSTALLED SO GRAIN LINES OF TILE ARE RUNNING INSAME DIRECTION FOR EACH CEILING TYPE.8.ACOUSTICAL CONTRACTOR SHALL MIX TILE IN A UNIFORM MANNER TOELIMINATE BANDING OR BATCHING.9.FOLLOWING COMPLETION OF ACOUSTICAL CEILING INSTALLATION, ALLJOINTS SHALL BE STRAIGHT AND TRUE TO LINE, WITH EXPOSEDSURFACES FLUSH AND LEVEL.10.SPRINKLER HEADS SHALL BE CENTERED IN MODULE OF THE TILEINDICATED. SPRINKLER HEAD ESCHUTIONS IN COLOR GYP. BOARDPLANES SHALL BE CUSTOM FINISHED BY MANUFACTURER TO MATCHCEILING COLOR AS SCHEDULED.11.IF CEILING DIFFUSER, LIGHT FIXTURES OR OTHER ELEMENTS ON ORABOVE THE CEILING CAN NOT BE LOCATED AS SHOWN ON THEDRAWINGS, SUCH INTERFERENCE SHALL BE REPORTED IMMEDIATELY TOARCHITECT FOR RELOCATION.12.PROVIDE EMERGENCY BATTERY PACKS OR EMERGENCY CIRCUITS ASREQUIRED BY CODE. SEE ELECTRICAL DRAWINGS FOR CIRCUITRY OFEMERGENCY LIGHT FIXTURES.13.PROVIDE FINAL QUANTITY AND LOCATION OF EMERGENCY DEVICES,(INCLUDING BUT NOT LIMITED TO: BATTERY PACKS, EXIT SIGNS, FIREALARMS, ETC.) IN COMPLIANCE WITH MUNICIPAL AGENCY HAVINGJURISDICTION.14.DIMMERS AND SWITCHES SHALL BE GANGED TOGETHER IN LARGESTMULTI-GANG BOXES WITH COMMON FACE PLATES POSSIBLE. STACKINGOF LARGE BOXES (5 SWITCHES ABOVE 5 SWITCHES) IS ACCEPTABLE.15.MATERIALS PLACED IN CEILING SHALL BE REQUIRED TO HAVE A PLENUMRATING.16.STENCIL RATED WALLS ABOVE CEILING.17.18" CLEARANCE MUST BE MAINTAINED BETWEEN THE UNDERSIDE OF ANYSPRINKLER HEADS AND THE TOP OF ANY OBSTRUCTION BELOW EXCEPTFOR THOSE SPRINKLER HEADS INSTALLED ABOVE SUSPENDED CEILINGCLOUDS.18.ALL EXPOSED CONDUIT, PIPING, DUCT WORK, AND STRUCTURE IN AREA AWHERE SPACE IS OPEN TO DECK ABOVE SHALL BE PAINTED OUT; REFERTO FINISH SCHEDULE FOR PAINT SPECIFICATION.19.PROVIDE CONTROL JOINTS ON GYP.BD. ASSEMBLIES PERSPECIFICATIONSC CONSTRAINTS. LOCATE AS SHOWN ON RCP (ASAPPLICABLE).09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.2.2CREFLECTED CEILINGPLAN - LEVEL 02 -REGION CCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A1.2.2C1RCP - LEVEL 2 - REGION CABCDGENERAL NOTESKEY PLANSHEET KEYNOTESRCP LEGENDC1 PROVIDE METAL CONDUIT IN DECORATIVE LAYOUT, PAINTP-8C2 RECESSED PROJECTION SCREEN, NICC3 PROVIDE COMPLETE ASSEMBLY FOR ELECTRONICBI-PARTING STAGE CURTAIN TRACK SYSTEM (SURFACEMOUNTED), SEE STRUCTURALC4 PROVIDE HEAT LAMPS CENTERED ON MILLWORK BELOW.CONFIRM FINAL PLACEMENT WITH ARAMARK ANDEQUIPMENT.C5 SCREEN POLE MTD TO DECK, COORDINATE FINALPLACEMENT WITH ARAMARK.NO. REASON DATE
WSCCTVCCTVWSWS891011EECCAHH7JJDDBBTR10' - 0"ACT-610' - 0"ACT-612' - 0"ACT-612' - 0"ACT-610' - 0"ACT-612' - 0"ACT-612' - 0"ACT-610' - 0"ACT-610' - 0"ACT-612' - 0"ACT-612' - 0"ACT-612' - 0"ACT-612' - 0"ACT-610' - 0"ACT-410' - 0"ACT-410' - 0"ACT-610' - 0"ACT-610' - 0"ACT-610' - 0"ACT-610' - 0"ACT-610' - 0"ACT-412' - 0"ACT-6POTWASH238CORRIDOR205ELECT./IT208CHASE278MEN206WOMEN207??STORAGE/STAGING253GRADASST -PROGRAM269ASST.DIRECTORSTUDENTAFFAIRS259DIRECTORSTUDENTACTIVITIES261ASST.DIRECTORGREEKLIFE263GRADASST -SGA267CABSTORAGE251COPY/SUPPLY255SGASTORAGE271INTLOPENOFFICE275GROWTH/SM MTG254SMMEETING260GREEKLIFEEXEC.OFFICE258SMMEETING266SMMEETING270CABEXEC.OFFICE273SGAEXEC.OFFICE265GREEKLIFEOPENOFFICE256CONFERENCE268CABOPENOFFICE272GRADASST -INTL276STUDENTINVOLVEMENT252CABPREPROOM274GRADASST -GREEKLIFE257ELEVATOR209CATERINGKITCHEN232SGAOPENOFFICE26411' - 6"GWB12' - 0"ACT-611' - 6"WD-110' - 0"ACT-110' - 0"GWB10' - 0"GWB10' - 0"ACT-1EXPOSEDA.5A.510' - 0"ACT-612' - 0"ACT-6EVENTSTORAGE245LINENSTORAGE246CORRIDOR239OFFICE244wswswswswswsP-9DD.5EE.5FF.512C.9C.9SGG9' - 0"ACT-3STORAGE2359' - 0"ACT-3COOLER236CATERINGKITCHEN232CORRIDOR21010' - 0"ACT-312' - 0"ACT-312' - 0"ACT-312' - 0"ACT-110' - 0"ACT-3CORRIDOR23310' - 0"ACT-310' - 0"ACT-39' - 0"ACT-39' - 0"GWB9' - 0"GWB9' - 0"ACT-39' - 0"GWBHOODHOODEQEQEQWIN-2WIN-2WIN-2WIN-2WIN-2WIN-2WIN-2WIN-2WIN-2WIN-2WIN-2WIN-2WIN-2WIN-2CATERINGKITCHEN2329' - 0"GWB9' - 0"ACT-39' - 0"GWB7AA5.3.2HH.51EA5.3.31AA5.3.210' - 10"2 X 2 DIRECT/INDIRECTFLUORESCENT LIGHTFIXTURESURFACE MOUNTED INDIRECT LIGHT FIXTURERECESSED DOWNLIGHT FIXTUREACT CEILING SYSTEMGWB CEILING(SEE A811 FOR SPECIFICATIONS)MECHANICAL RETURNDIFFUSERMECHANICAL SUPPLYDIFFUSERSUSPENDED LINEAR LIGHT FIXTUREWALL SCONCE (INTERIOR)SPRINKLER HEADEXIT SIGNSINGLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMDOUBLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMRECESSED PROJECTIONSCREENPROJECTORWALL SCONCE (EXTERIOR)MECHANICAL SUPPLYDIFFUSERMECHANICAL RETURNDIFFUSERPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREMETAL CEILING SYSTEMWOOD CEILINGMETAL CEILING SYSTEMCOVE LIGHT FIXTUREMINI PENDANT LIGHT FIXTURE ON TRACKRECESSED LINEAR LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREACOUSTICAL CEILING SYSTEMACOUSTICAL CEILING SYSTEMTRACK LIGHTING1.CEILING HEIGHTS ARE GIVEN FROM FINISHED FLOOR ELEV. ANYCONFLICT / DISCREPANCY SHALL BE REPORTED TO ARCHITECT.2.REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS.3.ALL LIGHTING FIXTURES ON THIS PLAN ARE SHOWN FOR LOCATIONREFERENCE ONLY. COORDINATE WITH ELECTRICAL DWGS FOR FIXTURETYPE AND WIRING DIAGRAMS.4.ARCHITECTURAL CEILING PLANS SHALL GOVERN FOR LOCATIONS OF ALLCEILING DEVICES AS SHOWN. ENGINEERING DOCUMENTS SHALLPREVAIL ONLY IN CASE OF SCOPE OF WORK AND ELEMENTS OCCURINGABOVE CEILING. DISCREPANCIES MUST BE BROUGH UP TO THEARCHITECT'S ATTENTION. AT TIME OF BID, ANY DISCREPANCIES NOTBROUGHT UP TO THE ARCHITECT'S ATTENTION SHALL BE THERESPONSIBILITY OF THE GC.5.REFER TO MECHANICAL, ELECTRICAL, AND SPRINKLER DRAWINGS FORDEVICES.6.CENTER SUSPENDED CEILING GRIDS IN ROOMS.7.TILES SHALL BE INSTALLED SO GRAIN LINES OF TILE ARE RUNNING INSAME DIRECTION FOR EACH CEILING TYPE.8.ACOUSTICAL CONTRACTOR SHALL MIX TILE IN A UNIFORM MANNER TOELIMINATE BANDING OR BATCHING.9.FOLLOWING COMPLETION OF ACOUSTICAL CEILING INSTALLATION, ALLJOINTS SHALL BE STRAIGHT AND TRUE TO LINE, WITH EXPOSEDSURFACES FLUSH AND LEVEL.10.SPRINKLER HEADS SHALL BE CENTERED IN MODULE OF THE TILEINDICATED. SPRINKLER HEAD ESCHUTIONS IN COLOR GYP. BOARDPLANES SHALL BE CUSTOM FINISHED BY MANUFACTURER TO MATCHCEILING COLOR AS SCHEDULED.11.IF CEILING DIFFUSER, LIGHT FIXTURES OR OTHER ELEMENTS ON ORABOVE THE CEILING CAN NOT BE LOCATED AS SHOWN ON THEDRAWINGS, SUCH INTERFERENCE SHALL BE REPORTED IMMEDIATELY TOARCHITECT FOR RELOCATION.12.PROVIDE EMERGENCY BATTERY PACKS OR EMERGENCY CIRCUITS ASREQUIRED BY CODE. SEE ELECTRICAL DRAWINGS FOR CIRCUITRY OFEMERGENCY LIGHT FIXTURES.13.PROVIDE FINAL QUANTITY AND LOCATION OF EMERGENCY DEVICES,(INCLUDING BUT NOT LIMITED TO: BATTERY PACKS, EXIT SIGNS, FIREALARMS, ETC.) IN COMPLIANCE WITH MUNICIPAL AGENCY HAVINGJURISDICTION.14.DIMMERS AND SWITCHES SHALL BE GANGED TOGETHER IN LARGESTMULTI-GANG BOXES WITH COMMON FACE PLATES POSSIBLE. STACKINGOF LARGE BOXES (5 SWITCHES ABOVE 5 SWITCHES) IS ACCEPTABLE.15.MATERIALS PLACED IN CEILING SHALL BE REQUIRED TO HAVE A PLENUMRATING.16.STENCIL RATED WALLS ABOVE CEILING.17.18" CLEARANCE MUST BE MAINTAINED BETWEEN THE UNDERSIDE OF ANYSPRINKLER HEADS AND THE TOP OF ANY OBSTRUCTION BELOW EXCEPTFOR THOSE SPRINKLER HEADS INSTALLED ABOVE SUSPENDED CEILINGCLOUDS.18.ALL EXPOSED CONDUIT, PIPING, DUCT WORK, AND STRUCTURE IN AREA AWHERE SPACE IS OPEN TO DECK ABOVE SHALL BE PAINTED OUT; REFERTO FINISH SCHEDULE FOR PAINT SPECIFICATION.19.PROVIDE CONTROL JOINTS ON GYP.BD. ASSEMBLIES PERSPECIFICATIONSC CONSTRAINTS. LOCATE AS SHOWN ON RCP (ASAPPLICABLE).09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.2.2DREFLECTED CEILINGPLAN - LEVEL 02 -REGION DCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A1.2.2D1RCP - LEVEL 2 - REGION DABCDGENERAL NOTESKEY PLANSHEET KEYNOTESRCP LEGENDC1 PROVIDE METAL CONDUIT IN DECORATIVE LAYOUT, PAINTP-8C2 RECESSED PROJECTION SCREEN, NICC3 PROVIDE COMPLETE ASSEMBLY FOR ELECTRONICBI-PARTING STAGE CURTAIN TRACK SYSTEM (SURFACEMOUNTED), SEE STRUCTURALC4 PROVIDE HEAT LAMPS CENTERED ON MILLWORK BELOW.CONFIRM FINAL PLACEMENT WITH ARAMARK ANDEQUIPMENT.C5 SCREEN POLE MTD TO DECK, COORDINATE FINALPLACEMENT WITH ARAMARK.NO. REASON DATE
CCTVCCTVWSWSX.8XWBBCCW.5BB.5ACT-1+22' - 2"ACT-8+22' - 6"ACT-8+23' - 0"WD-2+22' - 0"WSWSWSWSWSWSWSWSC2C3WSWS1.CEILING HEIGHTS ARE GIVEN FROM FINISHED FLOOR ELEV. ANYCONFLICT / DISCREPANCY SHALL BE REPORTED TO ARCHITECT.2.REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS.3.ALL LIGHTING FIXTURES ON THIS PLAN ARE SHOWN FOR LOCATIONREFERENCE ONLY. COORDINATE WITH ELECTRICAL DWGS FOR FIXTURETYPE AND WIRING DIAGRAMS.4.ARCHITECTURAL CEILING PLANS SHALL GOVERN FOR LOCATIONS OF ALLCEILING DEVICES AS SHOWN. ENGINEERING DOCUMENTS SHALLPREVAIL ONLY IN CASE OF SCOPE OF WORK AND ELEMENTS OCCURINGABOVE CEILING. DISCREPANCIES MUST BE BROUGH UP TO THEARCHITECT'S ATTENTION. AT TIME OF BID, ANY DISCREPANCIES NOTBROUGHT UP TO THE ARCHITECT'S ATTENTION SHALL BE THERESPONSIBILITY OF THE GC.5.REFER TO MECHANICAL, ELECTRICAL, AND SPRINKLER DRAWINGS FORDEVICES.6.CENTER SUSPENDED CEILING GRIDS IN ROOMS.7.TILES SHALL BE INSTALLED SO GRAIN LINES OF TILE ARE RUNNING INSAME DIRECTION FOR EACH CEILING TYPE.8.ACOUSTICAL CONTRACTOR SHALL MIX TILE IN A UNIFORM MANNER TOELIMINATE BANDING OR BATCHING.9.FOLLOWING COMPLETION OF ACOUSTICAL CEILING INSTALLATION, ALLJOINTS SHALL BE STRAIGHT AND TRUE TO LINE, WITH EXPOSEDSURFACES FLUSH AND LEVEL.10.SPRINKLER HEADS SHALL BE CENTERED IN MODULE OF THE TILEINDICATED. SPRINKLER HEAD ESCHUTIONS IN COLOR GYP. BOARDPLANES SHALL BE CUSTOM FINISHED BY MANUFACTURER TO MATCHCEILING COLOR AS SCHEDULED.11.IF CEILING DIFFUSER, LIGHT FIXTURES OR OTHER ELEMENTS ON ORABOVE THE CEILING CAN NOT BE LOCATED AS SHOWN ON THEDRAWINGS, SUCH INTERFERENCE SHALL BE REPORTED IMMEDIATELY TOARCHITECT FOR RELOCATION.12.PROVIDE EMERGENCY BATTERY PACKS OR EMERGENCY CIRCUITS ASREQUIRED BY CODE. SEE ELECTRICAL DRAWINGS FOR CIRCUITRY OFEMERGENCY LIGHT FIXTURES.13.PROVIDE FINAL QUANTITY AND LOCATION OF EMERGENCY DEVICES,(INCLUDING BUT NOT LIMITED TO: BATTERY PACKS, EXIT SIGNS, FIREALARMS, ETC.) IN COMPLIANCE WITH MUNICIPAL AGENCY HAVINGJURISDICTION.14.DIMMERS AND SWITCHES SHALL BE GANGED TOGETHER IN LARGESTMULTI-GANG BOXES WITH COMMON FACE PLATES POSSIBLE. STACKINGOF LARGE BOXES (5 SWITCHES ABOVE 5 SWITCHES) IS ACCEPTABLE.15.MATERIALS PLACED IN CEILING SHALL BE REQUIRED TO HAVE A PLENUMRATING.16.STENCIL RATED WALLS ABOVE CEILING.17.18" CLEARANCE MUST BE MAINTAINED BETWEEN THE UNDERSIDE OF ANYSPRINKLER HEADS AND THE TOP OF ANY OBSTRUCTION BELOW EXCEPTFOR THOSE SPRINKLER HEADS INSTALLED ABOVE SUSPENDED CEILINGCLOUDS.18.ALL EXPOSED CONDUIT, PIPING, DUCT WORK, AND STRUCTURE IN AREA AWHERE SPACE IS OPEN TO DECK ABOVE SHALL BE PAINTED OUT; REFERTO FINISH SCHEDULE FOR PAINT SPECIFICATION.19.PROVIDE CONTROL JOINTS ON GYP.BD. ASSEMBLIES PERSPECIFICATIONSC CONSTRAINTS. LOCATE AS SHOWN ON RCP (ASAPPLICABLE).2 X 2 DIRECT/INDIRECTFLUORESCENT LIGHTFIXTURESURFACE MOUNTED INDIRECT LIGHT FIXTURERECESSED DOWNLIGHT FIXTUREACT CEILING SYSTEMGWB CEILING(SEE A811 FOR SPECIFICATIONS)MECHANICAL RETURNDIFFUSERMECHANICAL SUPPLYDIFFUSERSUSPENDED LINEAR LIGHT FIXTUREWALL SCONCE (INTERIOR)SPRINKLER HEADEXIT SIGNSINGLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMDOUBLE SECURITY CAMERAPTZ = PAN, TILT, ZOOMRECESSED PROJECTIONSCREENPROJECTORWALL SCONCE (EXTERIOR)MECHANICAL SUPPLYDIFFUSERMECHANICAL RETURNDIFFUSERPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREPENDANT LIGHT FIXTUREMETAL CEILING SYSTEMWOOD CEILINGMETAL CEILING SYSTEMCOVE LIGHT FIXTUREMINI PENDANT LIGHT FIXTURE ON TRACKRECESSED LINEAR LIGHT FIXTURESURFACE MOUNTED LIGHT FIXTUREACOUSTICAL CEILING SYSTEMACOUSTICAL CEILING SYSTEMTRACK LIGHTING09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A1.2.3AREFLECTED CEILINGPLAN - REGION A -UPPER CINEMA LEVELAND PROJECTIONROOMCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A1.2.3A1ARCP - UPPER CINEMA LEVEL AND PROJECTION ROOMGENERAL NOTESKEY PLANSHEET KEYNOTESRCP LEGENDABCDC1 PROVIDE METAL CONDUIT IN DECORATIVE LAYOUT, PAINTP-8C2 RECESSED PROJECTION SCREEN, NICC3 PROVIDE COMPLETE ASSEMBLY FOR ELECTRONICBI-PARTING STAGE CURTAIN TRACK SYSTEM (SURFACEMOUNTED), SEE STRUCTURALC4 PROVIDE HEAT LAMPS CENTERED ON MILLWORK BELOW.CONFIRM FINAL PLACEMENT WITH ARAMARK ANDEQUIPMENT.C5 SCREEN POLE MTD TO DECK, COORDINATE FINALPLACEMENT WITH ARAMARK.NO. REASON DATE
UPUPUPFEC
FECFECFECFECF E C FECFECFECFECF E
F EFEFEFEFE
A2.1.21DA2.1.21AA2.1.11DA 2 .1 .3
5 A A2.1.11AA2.1.31CA2.1.35CA2.1.61AA2.1.33AA2.1.31AA2.1.33CA2.1.64CA2.1.41AA2.1.43DA2.1.51CA2.1.41DA2.1.91AA2.1.93AA2.1.44AA4.1.73DA4.1.75CVA4.1.71DA2.1.61CA2.1.63CA2.1.53CA2.1.53AA2.1.95ATRASH48' - 0"A2.1.76CA4.1.73DA4.1.71DA8.2.75AA2.1.81CA2.1.84BA2.1.74AA2.1.74CA2.1.71DA2.1.71CA2.1.72CA2.1.71AA2.1.82BA2.1.82D3 11/16"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A2.1.0EXTERIOR ELEVATIONS- KEY PLANCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/16" = 1'-0"A2.1.01FLOOR PLAN ELEVATION KEY PLAN 1/16" = 1'-0"A2.1.02FLOOR PLAN - LOW ROOF OVERALL ELEVATION KEY PLANNO. REASON DATE
LEVEL 1196' - 0"LEVEL 2214' - 0"346891011711.2252.8TOP OF STEEL.LOW231' - 2 1/2"TOP OF STEEL.HIGH233' - 10 1/2"126.2TOP OF STEEL. THEATER241' - 0"TOP OF STEEL THEATERLOW ROOF238' - 4"LEVEL 1196' - 0"LEVEL 2214' - 0"ECABDTOP OF STEEL.LOW231' - 2 1/2"A.5TOP OF STEEL.HIGH233' - 10 1/2"C.92' - 8"17' - 2 1/2"18' - 0"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A2.1.1OVERALL EXTERIORELEVATIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 3/32" = 1'-0"A2.1.11DOVERALL NORTH ELEVATION 3/32" = 1'-0"A2.1.11AOVERALL EAST ELEVATIONNO. REASON DATE
LEVEL 1196' - 0"LEVEL 2214' - 0"ECABDXWTOP OF STEEL.LOW231' - 2 1/2"A.5TOP OF STEEL.HIGH233' - 10 1/2"C.92' - 8"17' - 2 1/2"18' - 0"LEVEL 1196' - 0"LEVEL 2214' - 0"346891011711.2252.8TOP OF STEEL.LOW231' - 2 1/2"TOP OF STEEL.HIGH233' - 10 1/2"CJ122' - 8"17' - 2 1/2"18' - 0"TOWER TOP OFSTEEL.HIGH263' - 4"TOWER TOP OFSTEEL.LOW251' - 4"6.209/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A2.1.2OVERALL EXTERIORELEVATIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 3/32" = 1'-0"A2.1.21AOVERALL WEST ELEVATION 3/32" = 1'-0"A2.1.21DOVERALL SOUTH ELEVATIONNO. REASON DATE
LEVEL 1196' - 0"LEVEL 2214' - 0"AABBCC1CA3.1.2TOP OF STEEL.LOW231' - 2 1/2"BB.5BRKPAC3AA3.2.4TOP OF STEEL. THEATER241' - 0"TOP OF STEEL THEATERLOW ROOF238' - 4"2' - 8"7' - 1 1/2"17' - 2 1/2"18' - 0"45' - 0"MTLEG.3EG.1EG.1EG.1EG.3EG.3LEVEL 1196' - 0"LEVEL 2214' - 0"465AA3.2.4TOP OF STEEL.LOW231' - 2 1/2"18' - 0"17' - 2 1/2"35' - 2 1/2"BRKPACEG.3EG.1EG.1EG.3EG.1EG.1LEVEL 1196' - 0"LEVEL 2214' - 0"ML1AA3.1.22AA3.2.5TOP OF STEEL.HIGH233' - 10 1/2"BRKPAC19' - 10 1/2"18' - 0"37' - 10 1/2"EG.1EG.1EG.1EG.3EG.1EG.3LEVEL 1196' - 0"LEVEL 2214' - 0"DD6AA3.2.54AA3.2.5TOP OF STEEL.HIGH233' - 10 1/2"DD.5BRKPACMTL19' - 10 1/2"18' - 0"37' - 10 1/2"EG.1EG.1EG.1EG.1EG.3EG.1LEVEL 1196' - 0"LEVEL 2214' - 0"1AA3.2.6TOP OF STEEL.HIGH233' - 10 1/2"EE.52AA3.2.1018' - 0"BRKPACMTL37' - 10 1/2"19' - 10 1/2"EG.1EG.1EG.1EG.1EG.3EG.1LEVEL 1196' - 0"LEVEL 2214' - 0"HHJJ2AA3.2.61AA3.1.1TOP OF STEEL.LOW231' - 2 1/2"TOP OF STEEL.HIGH233' - 10 1/2"FF.52' - 8"17' - 2 1/2"18' - 0"BRKPACMTLHH.537' - 10 1/2"EG.1EG.1EG.1EG.1EG.3EG.1EG.3EG.3EG.1EG.1EG.3EG.3EG.1EG.1EG.3EG.1EG.1EG.1EG.1EG.1BRKMODULAR FACE BRICKMTLMETAL PLATE WALL PANELSPACPRECAST ARCHITECTURAL CONCRETESMRSTANDING METAL SEAM ROOFINGGL##GLAZING, SEE GLAZING LEGENDCMUPAINTED CMUASPASPHALT SHINGLESINTERIOR GLAZINGIG.11/4" TEMPERED GLASSIG.21/4" TEMPERED GLASS (BACKPAINTED)IG.31/4" TEMPERED GLASS (FROSTED)IG.41/4" TEMPERED FIRE GLASSEXTERIOR GLAZINGEG.11" TEMPERED VISION INSULATED GLASSEG.21" TEMPERED INSULATED FIRE GLASSEG.3 1" TEMPERED SPANDREL GLASSEG.41" TEMPERED FRITTED GLASS09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A2.1.3EXTERIOR ELEVATIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A2.1.35CNORTH ELEVATION THEATER 1/8" = 1'-0"A2.1.33CNORTH ELEVATION ENTRY BAY 1/8" = 1'-0"A2.1.31CNORTH ENTRY ELEVATION 1/8" = 1'-0"A2.1.35ANORTH ELEVATION BAY1 1/8" = 1'-0"A2.1.33ANORTH ELEVATION BAY2 1/8" = 1'-0"A2.1.31ANORTH ELEVATION BAY3 AND STAIR 3XMATERIALS LEGENDNO. REASON DATEGLAZING LEGEND
LEVEL 1196' - 0"LEVEL 2214' - 0"ECABD1CA3.1.01AA3.1.0TOP OF STEEL.LOW231' - 2 1/2"2AA3.2.84AA3.2.86AA3.2.81AA3.2.9A.5CJCJC.917' - 2 1/2"18' - 0"35' - 2 1/2"BRKPACPACMTL9" 12"EG.3EG.1EG.1EG.3EG.1EG.1EG.3EG.1EG.1EG.3EG.1EG.1EG.3EG.1EG.1EG.3EG.1EG.1EG.3EG.3EG.3EG.1EG.1EG.3EG.1EG.1EG.1EG.1EG.1LEVEL 1196' - 0"LEVEL 2214' - 0"XWVZTRLOADING DOCK BASE192' - 0"4AA3.2.6TOP OF STEEL.LOW231' - 2 1/2"6AA3.2.61AA3.2.10TOP OF STEEL.HIGH233' - 10 1/2"3' - 4"30' - 0"30' - 0"33' - 4"CJCJCJW.52AA3.2.7YS2' - 8"17' - 2 1/2"18' - 0"4' - 0"MTLBRKPAC4CA3.2.941' - 10 1/2"CMU1" 12"1/4" 12"MTLEG.3EG.1EG.3EG.3EG.1EG.3LEVEL 1196' - 0"LEVEL 2214' - 0"HHJJTOP OF STEEL.LOW231' - 2 1/2"6AA3.2.7CJCJFF.517' - 2 1/2"18' - 0"35' - 2 1/2"BRK4AA3.2.7HH.5LEVEL 1196' - 0"LEVEL 2214' - 0"1AA3.2.8TOP OF STEEL.LOW231' - 2 1/2"1217' - 2 1/2"18' - 0"35' - 2 1/2"BRKPACBRKMODULAR FACE BRICKMTLMETAL PLATE WALL PANELSPACPRECAST ARCHITECTURAL CONCRETESMRSTANDING METAL SEAM ROOFINGGL##GLAZING, SEE GLAZING LEGENDCMUPAINTED CMUASPASPHALT SHINGLESINTERIOR GLAZINGIG.11/4" TEMPERED GLASSIG.21/4" TEMPERED GLASS (BACKPAINTED)IG.31/4" TEMPERED GLASS (FROSTED)IG.41/4" TEMPERED FIRE GLASSEXTERIOR GLAZINGEG.11" TEMPERED VISION INSULATED GLASSEG.21" TEMPERED INSULATED FIRE GLASSEG.3 1" TEMPERED SPANDREL GLASSEG.41" TEMPERED FRITTED GLASS09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A2.1.4EXTERIOR ELEVATIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A2.1.41AEAST ELEVATION 1/8" = 1'-0"A2.1.43DNORTHEAST ELEVATION 1/8" = 1'-0"A2.1.41DSOUTHEAST ELEVATION 1/8" = 1'-0"A2.1.44APARTIAL SOUTH ELEVATIONXMATERIALS LEGENDNO. REASON DATEGLAZING LEGEND
LEVEL 1196' - 0"LEVEL 2214' - 0"89101171CA3.1.13A3.1.1TOP OF STEEL.LOW231' - 2 1/2"2AA3.2.111217' - 2 1/2"18' - 0"35' - 2 1/2"ASPPACPACBRKPACEG.3EG.1EG.1EG.3EG.1EG.1EG.3EG.1EG.1EG.3EG.1EG.1EG.3EG.1EG.1EG.3EG.1EG.1EG.3EG.1EG.1EG.3EG.1EG.1EG.3EG.1EG.1EG.3EG.1EG.1EG.3EG.1EG.1EG.3EG.1EG.1LEVEL 1196' - 0"LEVEL 2214' - 0"ML1AA3.1.21AA3.2.1TOP OF STEEL.LOW231' - 2 1/2"TOWER TOP OFSTEEL.HIGH263' - 4"32' - 1 1/2"17' - 2 1/2"18' - 0"67' - 4"BRKPACASPEG.3EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.3EG.3EG.1EG.1EG.3EG.1LEVEL 1196' - 0"LEVEL 2214' - 0"34611.2252.86AA3.2.11AA3.2.2TOP OF STEEL.LOW231' - 2 1/2"17' - 2 1/2"18' - 0"BRKASP35' - 2 1/2"6.2PACEG.3EG.1EG.1EG.3EG.1EG.1EG.3EG.1EG.1EG.1EG.1EG.1BRKMODULAR FACE BRICKMTLMETAL PLATE WALL PANELSPACPRECAST ARCHITECTURAL CONCRETESMRSTANDING METAL SEAM ROOFINGGL##GLAZING, SEE GLAZING LEGENDCMUPAINTED CMUASPASPHALT SHINGLESINTERIOR GLAZINGIG.11/4" TEMPERED GLASSIG.21/4" TEMPERED GLASS (BACKPAINTED)IG.31/4" TEMPERED GLASS (FROSTED)IG.41/4" TEMPERED FIRE GLASSEXTERIOR GLAZINGEG.11" TEMPERED VISION INSULATED GLASSEG.21" TEMPERED INSULATED FIRE GLASSEG.3 1" TEMPERED SPANDREL GLASSEG.41" TEMPERED FRITTED GLASS09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A2.1.5EXTERIOR ELEVATIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A2.1.53CSOUTH ELEVATION EAST WING 1/8" = 1'-0"A2.1.51CSOUTH ENTRY ELEVATION 1/8" = 1'-0"A2.1.53ASOUTH ELEVATION WEST WINGXMATERIALS LEGENDNO. REASON DATEGLAZING LEGEND
LEVEL 1196' - 0"LEVEL 2214' - 0"CABD1CA3.1.01AA3.1.04AA3.2.26AA3.2.217' - 2 1/2"18' - 0"TOP OF STEEL.LOW231' - 2 1/2"A.5C.92AA3.2.235' - 2 1/2"PACBRKPAC9" 12"PACEG.3EG.3EG.3EG.1EG.1EG.3EG.3EG.1EG.1EG.3EG.1EG.1EG.3EG.1EG.1EG.3EG.1EG.1EG.3EG.1EG.1EG.3EG.1EG.1EG.3EG.1EG.1LEVEL 1196' - 0"LEVEL 2214' - 0"5CA3.1.2X.8XWU1AA3.2.42AA3.2.34AA3.2.36AA3.2.3TOP OF STEEL.LOW231' - 2 1/2"V.2W.517' - 2 1/2"18' - 0"35' - 2 1/2"PACBRKPACPACBRK9" 12"TOP OF STEEL. THEATER241' - 0"TOP OF STEEL THEATERLOW ROOF238' - 4"MTLEG.3EG.1EG.1EG.1EG.1EG.1EG.3EG.1EG.1EG.1EG.1EG.1EG.3EG.3EG.3EG.1EG.1EG.1LEVEL 1196' - 0"LEVEL 2214' - 0"1TOP OF STEEL.LOW231' - 2 1/2"17' - 2 1/2"18' - 0"35' - 2 1/2"BRKPACLEVEL 1196' - 0"LEVEL 2214' - 0"AABB1AA3.2.3TOP OF STEEL.LOW231' - 2 1/2"17' - 2 1/2"18' - 0"35' - 2 1/2"PACPACBRKBRKMODULAR FACE BRICKMTLMETAL PLATE WALL PANELSPACPRECAST ARCHITECTURAL CONCRETESMRSTANDING METAL SEAM ROOFINGGL##GLAZING, SEE GLAZING LEGENDCMUPAINTED CMUASPASPHALT SHINGLESINTERIOR GLAZINGIG.11/4" TEMPERED GLASSIG.21/4" TEMPERED GLASS (BACKPAINTED)IG.31/4" TEMPERED GLASS (FROSTED)IG.41/4" TEMPERED FIRE GLASSEXTERIOR GLAZINGEG.11" TEMPERED VISION INSULATED GLASSEG.21" TEMPERED INSULATED FIRE GLASSEG.3 1" TEMPERED SPANDREL GLASSEG.41" TEMPERED FRITTED GLASS09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A2.1.6EXTERIOR ELEVATIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A2.1.64CWEST ELEVATION 1/8" = 1'-0"A2.1.61ANORTHWEST ELEVATION 1/8" = 1'-0"A2.1.63CPARTIAL NORTH ELEVATION 2 1/8" = 1'-0"A2.1.61CPARTIAL SOUTH ELEVATION 2XMATERIALS LEGENDNO. REASON DATEGLAZING LEGEND
LEVEL 1196' - 0"LEVEL 2214' - 0"34611.2252.8TOP OF STEEL.LOW231' - 2 1/2"6.218' - 0"17' - 2 1/2"35' - 2 1/2"PACBRK?ASPMTLLEVEL 1196' - 0"LEVEL 2214' - 0"89101171CA3.1.13A3.1.1TOP OF STEEL.LOW231' - 2 1/2"5DA3.2.10121DA3.2.10PACBRKPACASP?LEVEL 1196' - 0"LEVEL 2214' - 0"CAB1CA3.1.0TOP OF STEEL.LOW231' - 2 1/2"3AA3.2.11A.5TOWER TOP OFSTEEL.HIGH263' - 4"4AA3.2.932' - 1 1/2"17' - 2 1/2"18' - 0"67' - 4"PACBRK9" 12"LEVEL 1196' - 0"LEVEL 2214' - 0"CAB1CA3.1.0TOP OF STEEL.LOW231' - 2 1/2"A.517' - 2 1/2"18' - 0"35' - 2 1/2"BRKPACPAC9" 12"LEVEL 1196' - 0"LEVEL 2214' - 0"1011LOADING DOCK BASE192' - 0"3A3.1.1TOP OF STEEL.LOW231' - 2 1/2"1217' - 2 1/2"18' - 0"4' - 0"39' - 2 1/2"MTLBRKPAC113A3.1.1TOP OF STEEL.LOW231' - 2 1/2"126DA3.2.10MTLEDTOP OF STEEL.LOW231' - 2 1/2"C.9MTLBRKMODULAR FACE BRICKMTLMETAL PLATE WALL PANELSPACPRECAST ARCHITECTURAL CONCRETESMRSTANDING METAL SEAM ROOFINGGL##GLAZING, SEE GLAZING LEGENDCMUPAINTED CMUASPASPHALT SHINGLESINTERIOR GLAZINGIG.11/4" TEMPERED GLASSIG.21/4" TEMPERED GLASS (BACKPAINTED)IG.31/4" TEMPERED GLASS (FROSTED)IG.41/4" TEMPERED FIRE GLASSEXTERIOR GLAZINGEG.11" TEMPERED VISION INSULATED GLASSEG.21" TEMPERED INSULATED FIRE GLASSEG.3 1" TEMPERED SPANDREL GLASSEG.41" TEMPERED FRITTED GLASS09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A2.1.7EXTERIOR ELEVATIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A2.1.74AROOF ELEVATION - SOUTHWEST 1/8" = 1'-0"A2.1.71AROOF ELEVATION - SOUTHEAST 1/8" = 1'-0"A2.1.76CROOF ELEVATION - EAST ELEVATION 1/8" = 1'-0"A2.1.74CROOF ELEVATION - WEST ELEVATION 1/8" = 1'-0"A2.1.72CSOUTH ELEVATION AT STAIR TOWER 1/8" = 1'-0"A2.1.71DNORTH ELEVATION AT ROOF STAIR TOWER 1/8" = 1'-0"A2.1.71CWEST ELEVATION AT ROOF STAIR TOWERXMATERIALS LEGENDNO. REASON DATEGLAZING LEGEND
LEVEL 1196' - 0"LEVEL 2214' - 0"5CA3.1.2X.8XWTOP OF STEEL.LOW231' - 2 1/2"4DA3.2.10W.5TOP OF STEEL. THEATER241' - 0"TOP OF STEEL THEATERLOW ROOF238' - 4"2' - 8"7' - 1 1/2"17' - 2 1/2"18' - 0"45' - 0"MTLBBCC1CA3.1.2TOP OF STEEL.LOW231' - 2 1/2"6AA3.2.10BB.53AA3.2.4TOP OF STEEL. THEATER241' - 0"9' - 9 1/2"MTLLEVEL 1196' - 0"LEVEL 2214' - 0"XWVZ1AA3.2.5TOP OF STEEL.LOW231' - 2 1/2"W.5PACBRK1" 12"1/4" 12"MTLPACEG.3EG.1EG.1EG.1EG.3EG.3EG.1EETOP OF STEEL.LOW231' - 2 1/2"MTLTPOLEVEL 2214' - 0"TRTOP OF STEEL.LOW231' - 2 1/2"SCMULEVEL 2214' - 0"HHJJTOP OF STEEL.LOW231' - 2 1/2"4AA3.2.7HH.517' - 2 1/2"PACBRKLEVEL 2214' - 0"HHJJTOP OF STEEL.LOW231' - 2 1/2"6AA3.2.7GGHH.517' - 2 1/2"CMULEVEL 2214' - 0"ETOP OF STEEL.LOW231' - 2 1/2"2CA3.2.7BRKPACMTLBRKMODULAR FACE BRICKMTLMETAL PLATE WALL PANELSPACPRECAST ARCHITECTURAL CONCRETESMRSTANDING METAL SEAM ROOFINGGL##GLAZING, SEE GLAZING LEGENDCMUPAINTED CMUASPASPHALT SHINGLESINTERIOR GLAZINGIG.11/4" TEMPERED GLASSIG.21/4" TEMPERED GLASS (BACKPAINTED)IG.31/4" TEMPERED GLASS (FROSTED)IG.41/4" TEMPERED FIRE GLASSEXTERIOR GLAZINGEG.11" TEMPERED VISION INSULATED GLASSEG.21" TEMPERED INSULATED FIRE GLASSEG.3 1" TEMPERED SPANDREL GLASSEG.41" TEMPERED FRITTED GLASS09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A2.1.8EXTERIOR ELEVATIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A2.1.82BROOF ELEVATION - EAST MOVIE THEATER 1/8" = 1'-0"A2.1.81CROOF ELEVATION - SOUTH MOVIE THEATER 1/8" = 1'-0"A2.1.84BROOF ELEVATION AT BANQUET HALL CLERESTORY 1/8" = 1'-0"A2.1.82DROOF ELEVATION - SOUTH BANQUET HALL 1/8" = 1'-0"A2.1.84AEAST ELEVATION AT COOLING TOWER ROOF 1/8" = 1'-0"A2.1.83ANORTH ELEVATION AT COOLING TOWER ROOF 1/8" = 1'-0"A2.1.81ASOUTH ELEVATION AT COOLING TOWER ROOF 1/8" = 1'-0"A2.1.86AWEST ELEVATION AT COOLING TOWER ROOFXMATERIALS LEGENDNO. REASON DATEGLAZING LEGEND
LEVEL 1196' - 0"LEVEL 2214' - 0"TOP OF STEEL.LOW231' - 2 1/2"2AA3.2.11AFS-16TOWER TOP OFSTEEL.HIGH263' - 4"TOWER TOP OFSTEEL.LOW251' - 4"12' - 0"20' - 1 1/2"17' - 2 1/2"18' - 0"67' - 4"EG.3EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.3PACPACPACATOP OF STEEL.LOW231' - 2 1/2"3AA3.2.11A.5TOWER TOP OFSTEEL.HIGH263' - 4"TOWER TOP OFSTEEL.LOW251' - 4"12' - 0"20' - 1 1/2"32' - 1 1/2"EG.3EG.1EG.1EG.1EG.1EG.1PACPACLEVEL 1196' - 0"LEVEL 2214' - 0"TOP OF STEEL.LOW231' - 2 1/2"1AA3.2.11TOWER TOP OFSTEEL.HIGH263' - 4"TOWER TOP OFSTEEL.LOW251' - 4"S12' - 0"20' - 1 1/2"17' - 2 1/2"18' - 0"67' - 4"EG.3EG.1EG.3EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.1EG.3PACPACPACPACPACINTERIOR GLAZINGIG.11/4" TEMPERED GLASSIG.21/4" TEMPERED GLASS (BACKPAINTED)IG.31/4" TEMPERED GLASS (FROSTED)IG.41/4" TEMPERED FIRE GLASSEXTERIOR GLAZINGEG.11" TEMPERED VISION INSULATED GLASSEG.21" TEMPERED INSULATED FIRE GLASSEG.3 1" TEMPERED SPANDREL GLASSEG.41" TEMPERED FRITTED GLASSBRKMODULAR FACE BRICKMTLMETAL PLATE WALL PANELSPACPRECAST ARCHITECTURAL CONCRETESMRSTANDING METAL SEAM ROOFINGGL##GLAZING, SEE GLAZING LEGENDCMUPAINTED CMUASPASPHALT SHINGLES09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A2.1.9ENLARGED EXTERIORELEVATIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A2.1.93ASOUTH ENTRY TOWER SOUTH ELEVATION 1/4" = 1'-0"A2.1.95ASOUTH ENTRY TOWER EAST ELEVATION 1/4" = 1'-0"A2.1.91ASOUTH ENTRY TOWER WEST ELEVATIONNO. REASON DATEXMATERIALS LEGENDGLAZING LEGEND
LEVEL 1196' - 0"LEVEL 2214' - 0"346891011711.2252.8SPIRITGEAR165CABPREPROOM274MEETING280FITNESS222MULTIPURPOSEROOM185TOP OF STEEL.LOW231' - 2 1/2"FITNESS122GREATHALL203STUDENTINVOLVEMENT252RECEIVING/PROCESSING162126.212' - 0"17' - 2 1/2"18' - 0"35' - 2 1/2"LEVEL 1196' - 0"LEVEL 2214' - 0"346891011711.2252.8TOP OF STEEL.LOW231' - 2 1/2"PINEBURR289CAMPBELLTIMES187CORRIDOR186ELECT./IT224ELECT./IT124HOUSEKEEPING194CHASE281GREATHALL203STORAGE/STAGING253UNIONADMIN.166COPY/SUPPLY255ASST.DIRECTORSTUDENTAFFAIRS259DIRECTORSTUDENTACTIVITIES261ASST.DIRECTORGREEKLIFE263GRADASST -SGA267GRADASST -PROGRAM269FOODSERVICEADMIN.170CORRIDOR160BUILDINGSTORAGE161FIREPUMP164INTLOPENOFFICE275SGASTORAGE271124"1' - 4"6.2GREATHALL103CORR28817' - 2 1/2"18' - 0"35' - 2 1/2"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A3.1.0BUILDING SECTIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 3/32" = 1'-0"A3.1.01CBUILDING SECTION 3/32" = 1'-0"A3.1.01ABUILDING SECTIONNO. REASON DATE
LEVEL 1196' - 0"LEVEL 2214' - 0"ECABDTOP OF STEEL.LOW231' - 2 1/2"A.5TOP OF STEEL.HIGH233' - 10 1/2"C.92' - 0"2' - 8"17' - 2 1/2"18' - 0"37' - 10 1/2"GREEKLIFEOPENOFFICE256STUDENTINVOLVEMENT252STORAGE/STAGING253SPIRITGEAR165UNIONADMIN.166WOMEN207WOMEN107CORRIDOR205CORRIDOR105CORR.132-1RESIDENTIALDINING131DININGROOM231PREFUNCTION230LEVEL 1196' - 0"LEVEL 2214' - 0"XWVZTOP OF STEEL.LOW231' - 2 1/2"DININGROOM231RESIDENTIALDINING131RESIDENTIALDINING131PREFUNCTION230GLOBALGRILL135PREP147KITCHENBOH142DININGROOM231TOP OF STEEL.HIGH233' - 10 1/2"W.52' - 8"17' - 2 1/2"18' - 0"37' - 10 1/2"ECABDA.5SPIRITGEAR165CABEXEC.OFFICE273SMMEETING270STUDENTINVOLVEMENT252INTLOPENOFFICE275STAIR 2211STAIR 2111COOLER236CATERINGKITCHEN232CORRIDOR154BUILDINGSTORAGE161RECEIVING/PROCESSING162MEN155C.92' - 0"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A3.1.1BUILDING SECTIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 3/32" = 1'-0"A3.1.11CBUILDING SECTION 3/32" = 1'-0"A3.1.11ABUILDING SECTIONNO. REASON DATE
LEVEL 1196' - 0"LEVEL 2214' - 0"X.8XWUTOP OF STEEL.LOW231' - 2 1/2"V.2W.517' - 2 1/2"18' - 0"TOP OF STEEL. THEATER241' - 0"TOP OF STEEL THEATERLOW ROOF238' - 4"2' - 8"7' - 1 1/2"45' - 0"FITNESS222MULTIPURPOSEROOM185PINEBURR289CAMPBELLTIMES187LOBBY287GAMING189-2LOBBY287PROJECTIONROOM301MEN221MEN121CAFELOUNGE195CINEMA293LEVEL 1196' - 0"LEVEL 2214' - 0"XWVZYYTOP OF STEEL.LOW231' - 2 1/2"TOP OF STEEL.HIGH233' - 10 1/2"W.5TOWER TOP OFSTEEL.HIGH263' - 4"S32' - 1 1/2"17' - 2 1/2"18' - 0"67' - 4"GREATHALL203NORTHVESTIBULE104GREATHALL103MEETING280SOUTHVESTIBULE101LEVEL 1196' - 0"LEVEL 2214' - 0"AABBCCTOP OF STEEL.LOW231' - 2 1/2"BB.5TOP OF STEEL. THEATER241' - 0"TOP OF STEEL THEATERLOW ROOF238' - 4"2' - 8"7' - 1 1/2"17' - 2 1/2"18' - 0"45' - 0"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A3.1.2BUILDING SECTIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 3/32" = 1'-0"A3.1.21CBUILDING SECTION 3/32" = 1'-0"A3.1.21ABUILDING SECTION 3/32" = 1'-0"A3.1.25CBUILDING SECTIONNO. REASON DATE
UPUPUPFEC
FECFECFECFECF E C FECFECFECFECF E
F EFEFEFEFE
6AA3.2.14AA3.2.21AA3.2.12AA3.2.91AA3.2.84AA3.2.62AA3.2.61AA3.2.21AA3.2.41AA3.2.36AA3.2.24AA3.2.12AA3.2.34AA3.2.35AA3.2.46AA3.2.31AA3.2.52AA3.2.56AA3.2.54AA3.2.51AA3.2.66AA3.2.61AA3.2.76AA3.2.72AA3.2.84AA3.2.86AA3.2.81AA3.2.93AA3.2.112AA3.2.111AA3.2.112AA3.2.74AA3.2.72AA3.2.2TRASH2AA3.2.91AA3.2.43AA3.2.112AA3.2.111AA3.2.114AA3.2.101AA3.2.106AA3.2.104DA3.2.105DA3.2.106DA3.2.104AA3.2.909/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A3.2.0WALL SECTIONS - KEYPLANCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/16" = 1'-0"A3.2.01FLOOR PLAN WALL SECTION KEY PLAN 1/16" = 1'-0"A3.2.02FLOOR PLAN - LOW ROOF OVERALL WALL SECTION KEY PLANNO. REASON DATE
LEVEL 1196' - 0"LEVEL 2214' - 0"AMULTIPURPOSEROOM185FITNESS222TOP OF STEEL.LOW231' - 2 1/2"5/8"5/8"A5.2.13CA5.2.13AA5.2.13E17' - 2 1/2"18' - 0"07 81 00 - APPLIEDFIREPROOFING07 81 00 - APPLIEDFIREPROOFING4' - 1 1/2"39' - 4"F.O.B.2' - 0"04 20 00 - MODULAR BRICK03 45 00 - PRECASTARCHITECTURAL CONCRETE07 71 00 - GUTTER07 31 13 - ASPHALT SHINGLESLIGHT GAUGE STEEL TRUSS -SEE STRUCT. DWG'S.07 95 00 - FLOOR EXPANSIONJOINT COVER03 30 00 - CIP SLAB ON GRADE03 30 00 - CIP FOOTING9" 12"LEVEL 1196' - 0"LEVEL 2214' - 0"MEETING280TOP OF STEEL.LOW231' - 2 1/2"A5.2.01BA5.2.01E17' - 2 1/2"18' - 0"A5.2.01A12' - 0"SOUTHVESTIBULE10108 44 13 - GLAZED ALUMINUMCURTAIN WALL07 41 13.16 - STANDING-SEAMMETAL ROOF PANELS07 21 00 - MINERAL BOARDINSULATION07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 81 00 - APPLIEDFIREPROOFING08 41 13 - STOREFRONT ENTRYDOOR07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION07 54 00 - TPO ROOFING03 30 00 - CIP SLAB ON GRADE03 30 00 - CIP FOOTINGS4' - 1 1/2"39' - 4"03 45 00 - PRECASTARCHITECTURAL CONCRETE07 71 00 - GUTTER1/2" 12"07 81 00 - APPLIEDFIREPROOFINGLEVEL 1196' - 0"LEVEL 2214' - 0"ATOP OF STEEL.LOW231' - 2 1/2"17' - 2 1/2"18' - 0"A5.2.02AA5.2.05C05 12 00 - STRUCTURAL STEELTUBEA5.2.05AFOB2' - 0"07 81 00 - APPLIEDFIREPROOFING4' - 0"F.O.G.2' - 8"3' - 11 3/8"4' - 1 1/2"39' - 4"FITNESS12207 81 23 - INTUMESCENTFIREPROOFING08 44 13 - GLAZED ALUMINUMCURTAIN WALL04 20 00 - MODULAR BRICK07 21 00 - MINERAL BOARDINSULATION08 44 13 - MULLION EXTENSION07 31 13 - ASPHALT SHINGLES03 30 00 - CIP SLAB ON GRADE04 20 00 - MODULAR BRICK03 45 00 - PRECAST SILL03 45 00 - PRECASTARCHITECTURAL CONCRETELIGHT FIXTURE - SEE ELEC.DWG'S.LIGHT GAUGE STEEL TRUSS -SEE STRUCT. DWG'S.07 41 13.16 - STANDING-SEAMMETAL ROOF PANELS07 71 00 - GUTTER91212 22 00 - ROLLER WINDOWSHADESLEVEL 1196' - 0"LEVEL 2214' - 0"ATOP OF STEEL.LOW231' - 2 1/2"17' - 2 1/2"18' - 0"A5.2.15EA5.2.15CA5.2.15AFITNESS222MULTIPURPOSEROOM18507 81 00 - APPLIEDFIREPROOFING4' - 1 1/2"39' - 4"F.O.B.2' - 0"04 20 00 - MODULAR BRICK05 40 00 - 6" METAL STUDFRAMING03 45 00 - PRECASTARCHITECTURAL CONCRETE03 45 00 - PRECASTARCHITECTURAL CONCRETE07 31 13 - ASPHALT SHINGLESLIGHT GAUGE STEEL TRUSS -SEE STRUCT. DWG'S.07 81 00 - APPLIEDFIREPROOFING07 71 00 - GUTTER07 41 13.16 - STANDING-SEAMMETAL ROOF PANELS91209/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A3.2.1WALL SECTIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/2" = 1'-0"A3.2.16AWALL SECTION AT MULTI-PURPOSE ROOM 1/2" = 1'-0"A3.2.11AWALL SECTION AT SOUTH ENTRY 1/2" = 1'-0"A3.2.13AWALL SECTION AT FITNESS CENTER 1/2" = 1'-0"A3.2.14AWALL SECTION AT FITNESS CENTERNO. REASON DATE
LEVEL 1196' - 0"LEVEL 2214' - 0"ATOP OF STEEL.LOW231' - 2 1/2"05 12 00 - STRUCTURAL STEELFRAMINGA5.2.11EA5.2.11CA5.2.11AA5.2.13ESIMFOB2' - 0"17' - 2 1/2"18' - 0"35' - 2 1/2"MULTIPURPOSEROOM185FITNESS22204 20 00 - MODULAR BRICK08 44 13 - GLAZED ALUMINUMCURTAIN WALL07 81 00 - APPLIEDFIREPROOFING07 21 00 - MINERAL BOARDINSULATION08 44 13 - LATERAL ANCHOR03 45 00 - PRECASTARCHITECTURAL CONCRETE07 71 00 - GUTTER07 31 13 - ASPHALT SHINGLESLIGHT GAUGE STEEL TRUSS -SEE STRUCT. DWG'S.08 44 13 - MULLION EXTENSION07 95 00 - FLOOR EXPANSIONJOINT COVER03 45 00 - PRECAST SILL03 45 00 - PRECASTARCHITECTURAL CONCRETE03 30 00 - CIP SLAB ON GRADE03 30 00 - CIP FOOTING12 22 00 - ROLLER WINDOWSHADES12 22 00 - ROLLER WINDOWSHADESLEVEL 1196' - 0"LEVEL 2214' - 0"1TOP OF STEEL.LOW231' - 2 1/2"18' - 0"17' - 2 1/2"35' - 2 1/2"A5.2.05ASimA5.2.24CSIM2' - 0"MULTIPURPOSEROOM185FITNESS22207 31 13 - ASPHALT SHINGLES04 20 00 - MODULAR BRICK07 81 00 - APPLIEDFIREPROOFING07 41 13.16 - STANDING-SEAMMETAL ROOF PANELS08 44 13 - GLAZED ALUMINUMCURTAIN WALL07 81 00 - APPLIEDFIREPROOFING07 84 43 - JOINT FIRESTOPPING08 44 13 - LATERAL ANCHOR07 21 00 - MINERAL BOARDINSULATION08 44 13 - MULLION EXTENSION03 45 00 - PRECAST SILL03 45 00 - PRECASTARCHITECTURAL CONCRETE12 22 00 - ROLLER WINDOWSHADES12 22 00 - ROLLER WINDOWSHADESLEVEL 1196' - 0"LEVEL 2214' - 0"1MULTIPURPOSEROOM185FITNESS222TOP OF STEEL.LOW231' - 2 1/2"5/8"5/8"A5.2.13ASIMA5.2.13CSIM5/8"A5.2.24C18' - 0"17' - 2 1/2"35' - 2 1/2"05 12 00 - STRUCTURAL STEELFRAMING2' - 0"04 20 00 - MODULAR BRICK07 95 00 - FLOOR EXPANSIONJOINT COVER07 81 00 - APPLIEDFIREPROOFING05 40 00 - 6" METAL STUDFRAMING07 81 00 - APPLIEDFIREPROOFINGLEVEL 1196' - 0"LEVEL 2214' - 0"1TOP OF STEEL.LOW231' - 2 1/2"2' - 8"5/8"A5.2.11ASimA5.2.11ESimA5.2.24CSIM1' - 4"8"18' - 0"17' - 2 1/2"35' - 2 1/2"MULTIPURPOSEROOM185FITNESS22204 20 00 - MODULAR BRICK07 81 00 - APPLIEDFIREPROOFINGLIGHT GAUGE STEEL TRUSS -SEE STRUCT. DWG'S.08 44 13 - GLAZED ALUMINUMCURTAIN WALL07 95 00 - FLOOR EXPANSIONJOINT COVER07 81 00 - APPLIEDFIREPROOFING08 44 13 - LATERAL ANCHOR07 21 00 - MINERAL BOARDINSULATION08 44 13 - MULLION EXTENSION03 45 00 - PRECAST SILL03 30 00 - CIP SLAB ON GRADE03 45 00 - PRECASTARCHITECTURAL CONCRETE03 30 00 - CIP FOOTINGA5.2.12C07 31 13 - ASPHALT SHINGLES09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A3.2.2WALL SECTIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/2" = 1'-0"A3.2.21AWALL SECTION AT FITNESS CENTER 1/2" = 1'-0"A3.2.22AWALL SECTION AT MULTI-PURPOSE ROOM 1/2" = 1'-0"A3.2.24AWALL SECTION AT MULTI-PURPOSE ROOM 1/2" = 1'-0"A3.2.26AWALL SECTION AT FITNESS CENTERNO. REASON DATE
LEVEL 1196' - 0"LEVEL 2214' - 0"UTOP OF STEEL.LOW231' - 2 1/2"5/8"05 12 00 - STRUCTURAL STEELFRAMING05 12 00 - STRUCTURAL STEELFRAMINGA5.2.24EA5.2.13ASIM5/8"FOB2' - 4"17' - 2 1/2"18' - 0"FOB2' - 8"2' - 9 1/2"38' - 0"2' - 0"STAIR 4119STAIR 421903 45 00 - PRECAST COPING07 54 00 - TPO ROOFING04 20 00 - MODULAR BRICK07 81 00 - APPLIEDFIREPROOFING07 81 00 - APPLIEDFIREPROOFINGLEVEL 1196' - 0"LEVEL 2214' - 0"AATOP OF STEEL.LOW231' - 2 1/2"17' - 2 1/2"18' - 0"A5.2.11ESimA5.2.24ESIMA5.2.22CFOB2' - 0"STAIR 4219STAIR 4119A5.2.36CSIM2' - 9 1/2"38' - 0"03 45 00 - PRECAST COPING07 54 00 - TPO ROOFING04 20 00 - MODULAR BRICK07 21 00 - MINERAL BOARDINSULATION08 44 13 - GLAZED ALUMINUMCURTAIN WALL07 81 00 - APPLIEDFIREPROOFING08 44 13 - LATERAL ANCHOR03 30 00 - CIP SLAB ON GRADE03 30 00 - CIP FOOTING03 45 00 - PRECASTARCHITECTURAL CONCRETEF.O.G.1' - 4"LEVEL 1196' - 0"LEVEL 2214' - 0"AATOP OF STEEL.LOW231' - 2 1/2"05 12 00 - STRUCTURAL STEELFRAMINGA5.2.22E17' - 2 1/2"18' - 0"A5.2.11ASimGAMING189-2LOBBY2872' - 9 1/2"38' - 0"07 54 00 - TPO ROOFING03 45 00 - PRECAST COPING04 20 00 - MODULAR BRICK07 81 00 - APPLIEDFIREPROOFING03 45 00 - PRECASTARCHITECTURAL CONCRETE07 21 00 - MINERAL BOARDINSULATION08 44 13 - GLAZED ALUMINUMCURTAIN WALL08 44 13 - LATERAL ANCHOR07 21 00 - MINERAL BOARDINSULATION07 81 00 - APPLIEDFIREPROOFING03 45 00 - PRECAST SILL03 30 00 - CIP SLAB ON GRADE03 30 00 - CIP FOOTINGF.O.B.2' - 0"F.O.G.1' - 4"12 22 00 - ROLLER WINDOWSHADES12 22 00 - ROLLER WINDOWSHADESLEVEL 1196' - 0"LEVEL 2214' - 0"AATOP OF STEEL.LOW231' - 2 1/2"05 12 00 - STRUCTURAL STEELFRAMING05 12 00 - STRUCTURAL STEELFRAMINGA5.2.11ASim17' - 2 1/2"18' - 0"GAMING189-2LOBBY2872' - 9 1/2"38' - 0"03 45 00 - PRECAST COPING07 54 00 - TPO ROOFING04 20 00 - MODULAR BRICK03 45 00 - PRECASTARCHITECTURAL CONCRETE07 81 00 - APPLIEDFIREPROOFING07 21 00 - MINERAL BOARDINSULATION08 44 13 - GLAZED ALUMINUMCURTAIN WALL07 84 43 - JOINT FIRESTOPPING08 44 13 - LATERAL ANCHOR07 81 00 - APPLIEDFIREPROOFING07 21 00 - MINERAL BOARDINSULATION03 45 00 - PRECAST SILL12 22 00 - ROLLER WINDOWSHADES12 22 00 - ROLLER WINDOWSHADES09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A3.2.3WALL SECTIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/2" = 1'-0"A3.2.31AWALL SECTION AT STAIR 4 1/2" = 1'-0"A3.2.32AWALL SECTION AT STAIR 4 1/2" = 1'-0"A3.2.34AWALL SECTION AT GAME ROOM 1/2" = 1'-0"A3.2.36AWALL SECTION AT GAME ROOMNO. REASON DATE
LEVEL 1196' - 0"LEVEL 2214' - 0"AABBTOP OF STEEL.LOW231' - 2 1/2"17' - 2 1/2"18' - 0"05 12 00 - STRUCTURAL STEELFRAMINGA5.2.21ECAFELOUNGE195CINEMA293A5.2.21CA5.2.11ASim07 81 00 - APPLIEDFIREPROOFING07 21 00 - MINERAL BOARDINSULATION08 44 13 - GLAZED ALUMINUMCURTAIN WALL03 45 00 - PRECAST COPING04 20 00 - MODULAR BRICK03 45 00 - PRECAST SILL07 81 23 - INTUMESCENTFIREPROOFING05 12 00 - STRUCTURAL STEELFRAMING2' - 9 1/2"11' - 3 1/2"38' - 0"F.O.B.2' - 0"F.O.G.1' - 4"07 81 00 - APPLIEDFIREPROOFING03 30 00 - CIP SLAB ON GRADE03 30 00 - CIP FOOTING07 81 00 - APPLIEDFIREPROOFING8"A5.2.54DSimA5.2.54BSimLEVEL 1196' - 0"LEVEL 2214' - 0"XTOP OF STEEL.LOW231' - 2 1/2"08 44 13 - GLAZED ALUMINUMCURTAIN WALL05 12 00 - STRUCTURAL STEELFRAMINGA5.2.24ESIMA5.2.36ESIMFOG1' - 4"FOB2' - 4"FOB2' - 0"EOS7"17' - 2 1/2"18' - 0"FOG1' - 4"A5.2.11ESim2' - 9 1/2"38' - 0"LOBBY28307 21 00 - MINERAL BOARDINSULATION07 81 23 - INTUMESCENTFIREPROOFING03 30 00 - CIP SLAB ON GRADE03 30 00 - CIP FOOTING03 45 00 - PRECAST COPING07 54 00 - TPO ROOFING04 20 00 - MODULAR BRICK07 81 00 - APPLIEDFIREPROOFING03 45 00 - PRECASTARCHITECTURAL CONCRETE07 21 00 - MINERAL BOARDINSULATIONLEVEL 1196' - 0"LEVEL 2214' - 0"X.8XA5.2.25AA5.2.25DA5.2.36CSIMCINEMA293CAFELOUNGE195TOP OF STEEL. THEATER241' - 0"5' - 4"TOP OF STEEL THEATERLOW ROOF238' - 4"1' - 6"2' - 8"24' - 4"18' - 0"46' - 6"1' - 4"07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 54 00 - TPO ROOFING07 81 00 - APPLIEDFIREPROOFINGROOF DRAIN - SEE PLUMBINGDWG'S.08 44 13 - GLAZED ALUMINUMCURTAIN WALL07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 21 00 - MINERAL BOARDINSULATION03 45 00 - PRECASTARCHITECTURAL CONCRETE08 44 13 - GLAZED ALUMINUMCURTAIN WALL03 30 00 - CIP SLAB ON GRADE09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A3.2.4WALL SECTIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/2" = 1'-0"A3.2.41AWALL SECTION AT CAFE LOUNGE 1/2" = 1'-0"A3.2.45AWALL SECTION AT CAFE LOUNGE 1/2" = 1'-0"A3.2.43AWALL SECTION AT CINEMANO. REASON DATE
LEVEL 1196' - 0"LEVEL 2214' - 0"Z05 12 00 - STRUCTURAL STEELFRAMING05 12 00 - STRUCTURAL STEELFRAMING5/8"5/8"A5.2.13ASIMA5.2.13CSIMA5.2.31CSIMTOP OF STEEL.HIGH233' - 10 1/2"2' - 1 1/2"19' - 10 1/2"18' - 0"40' - 0"PREFUNCTION230F.O.B.3' - 4"F.O.B.2' - 0"07 54 00 - TPO ROOFING03 45 00 - PRECAST COPING04 20 00 - MODULAR BRICK07 81 00 - APPLIEDFIREPROOFING07 81 00 - APPLIEDFIREPROOFINGLEVEL 1196' - 0"LEVEL 2214' - 0"M05 12 00 - STRUCTURAL STEELFRAMINGA5.2.36EA5.2.22CSimTOP OF STEEL.HIGH233' - 10 1/2"F.O.G.2' - 8"A5.2.32C2' - 1 1/2"19' - 10 1/2"18' - 0"40' - 0"NORTHVESTIBULE104GREATHALL2033' - 4"F.O.B.2' - 0"03 45 00 - PRECAST COPING04 20 00 - MODULAR BRICK07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION03 45 00 - PRECASTARCHITECTURAL CONCRETE07 81 00 - APPLIEDFIREPROOFING07 21 00 - MINERAL BOARDINSULATION08 44 13 - GLAZED ALUMINUMCURTAIN WALL07 81 00 - APPLIEDFIREPROOFING07 21 00 - MINERAL BOARDINSULATIONLEVEL 1196' - 0"LEVEL 2214' - 0"Z05 12 00 - STRUCTURAL STEELFRAMINGA5.2.34AA5.2.36CA5.2.34CTOP OF STEEL.HIGH233' - 10 1/2"2' - 1 1/2"19' - 10 1/2"18' - 0"40' - 0"GREATHALL203NORTHVESTIBULE104F.O.G.2' - 8"F.O.G.4' - 0"4' - 8"12' - 0"03 45 00 - PRECAST COPING07 81 00 - APPLIEDFIREPROOFING07 21 00 - MINERAL BOARDINSULATION08 44 13 - GLAZED ALUMINUMCURTAIN WALL11' - 1 1/2"1/2" / 12"07 81 00 - APPLIEDFIREPROOFING07 41 13.16 - STANDING-SEAMMETAL ROOF PANELS07 71 00 - GUTTER03 30 00 - CIP SLAB ON GRADE03 30 00 - CIP FOOTINGF.O.B.2' - 0"07 42 13 - METAL COMPOSITEMATERIAL WALL PANELLEVEL 1196' - 0"LEVEL 2214' - 0"Z05 12 00 - STRUCTURAL STEELFRAMING08 44 13 - GLAZED ALUMINUMCURTAIN WALL08 44 13 - GLAZED ALUMINUMCURTAIN WALLA5.2.31AA5.2.36CSIMA5.2.31CTOP OF STEEL.HIGH233' - 10 1/2"2' - 1 1/2"19' - 10 1/2"18' - 0"40' - 0"12' - 0"RESIDENTIALDINING131PREFUNCTION230F.O.G.2' - 8"F.O.B.3' - 4"F.O.B.2' - 0"F.O.G.8"03 45 00 - PRECAST COPING04 20 00 - MODULAR BRICK07 54 00 - TPO ROOFING07 81 00 - APPLIEDFIREPROOFING03 45 00 - PRECASTARCHITECTURAL CONCRETE07 21 00 - MINERAL BOARDINSULATION07 41 13.16 - STANDING-SEAMMETAL ROOF PANELS07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL03 30 00 - CIP SLAB ON GRADE03 30 00 - CIP FOOTING9' - 9 1/2"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A3.2.5WALL SECTIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/2" = 1'-0"A3.2.56AWALL SECTION - WS01 AT FOOD SERVICE NORTH ELEVATION 1/2" = 1'-0"A3.2.51AWALL SECTION AT NORTH ENTRY 1/2" = 1'-0"A3.2.52AWALL SECTION - NORTH ENTRY 1/2" = 1'-0"A3.2.54AWALL SECTION - TYP. CURTAIN WALL OPENING AT FOOD SERVICE NORTHELEVATIONNO. REASON DATE
LEVEL 1196' - 0"LEVEL 2214' - 0"JJTOP OF STEEL.LOW231' - 2 1/2"5/8"05 12 00 - STRUCTURAL STEELFRAMING05 12 00 - STRUCTURAL STEELFRAMINGA5.2.24ESIMA5.2.45D5/8"STAIR 3115STAIR 32152' - 9 1/2"17' - 2 1/2"18' - 0"38' - 0"07 54 00 - TPO ROOFING03 45 00 - PRECAST COPING07 81 00 - APPLIEDFIREPROOFING04 20 00 - MODULAR BRICKLEVEL 2214' - 0"JJLOADING DOCK BASE192' - 0"TOP OF STEEL.LOW231' - 2 1/2"05 12 00 - STRUCTURAL STEELFRAMINGA5.2.41BA5.2.41AA5.2.41D2' - 9 1/2"17' - 2 1/2"22' - 0"42' - 0"F.O.B.2' - 0"192' - 8"07 54 00 - TPO ROOFING03 45 00 - PRECAST COPING04 20 00 - MODULAR BRICK03 45 00 - PRECASTARCHITECTURAL CONCRETE07 21 00 - MINERAL BOARDINSULATION12 22 00 - ROLLER WINDOWSHADES08 44 13 - GLAZED ALUMINUMCURTAIN WALL07 81 00 - APPLIEDFIREPROOFING03 45 00 - PRECAST SILL04 20 00 - MODULAR BRICK08 11 13 - HM DOOR03 45 00 - PRECAST HEADER03 30 00 - CIP SLAB ON GRADE03 30 00 - CIP FOOTINGEMERGENCYELECTRICALROOM151HOUSEKEEPING(DRY)241LEVEL 1196' - 0"LEVEL 2214' - 0"Z05 12 00 - STRUCTURAL STEELFRAMING5/8"5/8"A5.2.13ASIMA5.2.13CSIMTOP OF STEEL.HIGH233' - 10 1/2"2' - 1 1/2"19' - 10 1/2"18' - 0"40' - 0"F.O.B.2' - 0"07 54 00 - TPO ROOFING03 45 00 - PRECAST COPING07 81 00 - APPLIEDFIREPROOFING04 20 00 - MODULAR BRICK07 81 00 - APPLIEDFIREPROOFING03 30 00 - CIP SLAB ON GRADE03 30 00 - CIP FOOTINGPREFUNCTION230RESIDENTIALDINING131LEVEL 1196' - 0"LEVEL 2214' - 0"TOP OF STEEL.LOW231' - 2 1/2"05 12 00 - STRUCTURAL STEELFRAMING05 12 00 - STRUCTURAL STEELFRAMINGA5.2.22CSimA5.2.24ESIMY2' - 9 1/2"17' - 2 1/2"18' - 0"38' - 0"07 54 00 - TPO ROOFING03 45 00 - PRECAST COPING04 20 00 - MODULAR BRICK07 21 00 - MINERAL BOARDINSULATION08 44 13 - GLAZED ALUMINUMCURTAIN WALL08 44 13 - LATERAL ANCHOR03 30 00 - CIP SLAB ON GRADE08 41 13 - STOREFRONT ENTRYDOOR03 30 00 - CIP WALL03 30 00 - CIP FOOTINGSTAIR 3115STAIR 321509/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A3.2.6WALL SECTIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/2" = 1'-0"A3.2.64ASECTION DETAIL - WS01 TYP. AT EAST ELEVATION 1/2" = 1'-0"A3.2.66AWALL SECTION - WS01 AT ELECTRICAL ROOM EAST ELEVATION 1/2" = 1'-0"A3.2.61AWALL SECTION - WS01 AT FOOD SERVICE NORTH ELEVATION 2 1/2" = 1'-0"A3.2.62AWALL SECTION - WS01 OPENING AT STAIR 3 NORTH ELEVATIONNO. REASON DATE
LEVEL 2214' - 0"VLOADING DOCK BASE192' - 0"05 12 00 - STRUCTURAL STEELFRAMINGA5.2.43A22' - 0"16' - 0"1' - 4"192' - 8"MAINELECTRICALROOM152LOADINGDOCK15307 81 00 - APPLIEDFIREPROOFING04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)05 40 00 - 3 5/8" METAL STUDFRAMING03 30 00 - CIP SLAB ON GRADE03 30 00 - CIP SLAB ON GRADE03 30 00 - CIP FOOTINGSTUCCO SOFFITLEVEL 1196' - 0"LEVEL 2214' - 0"LOADING DOCK BASE192' - 0"A5.2.45AA5.2.46DA5.2.46E4' - 0"18' - 0"12' - 0"CORRIDOR154LOADINGDOCK15322' - 0"08 33 23 - INSULATED COILINGDOOR04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)07 81 00 - APPLIEDFIREPROOFINGSTUCCO SOFFITLEVEL 1196' - 0"LEVEL 2214' - 0"TLOADING DOCK BASE192' - 0"18' - 0"4' - 0"A5.2.72A192' - 8"MACHINEROOM112LOADINGDOCK153LINENSTORAGE24607 81 00 - APPLIEDFIREPROOFING04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)07 81 00 - APPLIEDFIREPROOFING03 30 00 - CIP SLAB ON GRADELEVEL 2214' - 0"RLOADING DOCK BASE192' - 0"A5.2.76AA5.2.76CA5.2.76EFOB2' - 0"12' - 0"22' - 0"34' - 0"4' - 0"192' - 8"03 45 00 - PRECAST COPING03 45 00 - PRECAST HEADER04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)07 81 00 - APPLIEDFIREPROOFING08 90 00 - FIXED ALUMINUMLOUVER04 20 00 - MODULAR BRICK04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)03 30 00 - CIP SLAB ON GRADE04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)MACHINEROOM112LEVEL 2214' - 0"TOP OF STEEL.LOW231' - 2 1/2"A5.2.62CA5.2.62A2' - 9 1/2"17' - 2 1/2"20' - 0"07 54 00 - TPO ROOFING03 45 00 - PRECAST COPING07 81 00 - APPLIEDFIREPROOFING04 20 00 - MODULAR BRICK07 54 00 - TPO ROOFING07 81 00 - APPLIEDFIREPROOFINGCORR24709/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A3.2.7WALL SECTIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/2" = 1'-0"A3.2.71AWALL SECTION AT LOADING DOCK 1/2" = 1'-0"A3.2.72AWALL SECTION AT LOADING DOCK 1/2" = 1'-0"A3.2.74AWALL SECTION AT MECHANICAL ROOM 1/2" = 1'-0"A3.2.76AWALL SECTION AT MECHANICAL ROOM 1/2" = 1'-0"A3.2.72CWALL SECTION AT COOLING TOWER AREANO. REASON DATE
LEVEL 1196' - 0"LEVEL 2214' - 0"E05 12 00 - STRUCTURAL STEELFRAMING05 12 00 - STRUCTURAL STEELFRAMINGA5.2.74AA5.2.74DFOB2' - 0"MACHINEROOM112A5.2.71112' - 0"18' - 0"30' - 0"8' - 0"03 45 00 - PRECAST COPING04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)04 20 00 - MODULAR BRICK07 54 00 - TPO ROOFING07 81 00 - APPLIEDFIREPROOFING03 30 00 - CIP WALL03 30 00 - CIP SLAB ON GRADE04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)03 30 00 - CIP WALL03 30 00 - CIP FOOTINGLEVEL 1196' - 0"LEVEL 2214' - 0"TOP OF STEEL.LOW231' - 2 1/2"A5.2.71DA5.2.71AA5.2.71BA5.2.71E2' - 9 1/2"17' - 2 1/2"18' - 0"INTLOPENOFFICE275FIREPUMP16407 54 00 - TPO ROOFING07 81 00 - APPLIEDFIREPROOFING07 21 00 - MINERAL BOARDINSULATION08 44 13 - GLAZED ALUMINUMCURTAIN WALL03 45 00 - PRECAST SILL04 20 00 - MODULAR BRICK05 40 00 - 6" METAL STUDFRAMING03 45 00 - PRECAST HEADER08 11 13 - HM DOOR03 30 00 - CIP FOOTING07 81 00 - APPLIEDFIREPROOFING12 22 00 - ROLLER WINDOWSHADESLEVEL 1196' - 0"LEVEL 2214' - 0"11TOP OF STEEL.LOW231' - 2 1/2"A5.2.24CSIMA5.2.11ESimA5.2.11ASimFOB2' - 0"07 81 00 - APPLIEDFIREPROOFING07 81 00 - APPLIEDFIREPROOFING17' - 2 1/2"18' - 0"8' - 0"35' - 2 1/2"GRADASST -INTL276MGR./CASHOFFICE16307 21 00 - MINERAL BOARDINSULATION03 45 00 - PRECAST HEADER12 22 00 - ROLLER WINDOWSHADES08 44 13 - MULLION EXTENSION03 45 00 - PRECAST SILL04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)04 20 00 - MODULAR BRICK04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)LEVEL 1196' - 0"LEVEL 2214' - 0"11TOP OF STEEL.LOW231' - 2 1/2"E.O.S.3' - 4"F.O.B.2' - 0"WS01 - SEE SHEET A002A5.2.24CSIMA5.2.85DA5.2.85A17' - 2 1/2"18' - 0"35' - 2 1/2"3' - 5 1/2"8' - 0"A5.2.11ESim09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A3.2.8WALL SECTIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/2" = 1'-0"A3.2.81AWALL SECTION AT MECHANICAL ROOM 1/2" = 1'-0"A3.2.82AWALL SECTION AT FIRE PUMP ROOM 1/2" = 1'-0"A3.2.84AWALL SECTION AT BOOKSTORE 1/2" = 1'-0"A3.2.86AWALL SECTION AT BOOKSTORENO. REASON DATE
LEVEL 1196' - 0"LEVEL 2214' - 0"ACABOPENOFFICE272SPIRITGEAR165TOP OF STEEL.LOW231' - 2 1/2"FOS2' - 8"4' - 1 1/2"17' - 2 1/2"18' - 0"39' - 4"9' - 4"03 45 00 - PRECAST SILL04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)04 20 00 - MODULAR BRICK03 30 00 - CIP FOOTING08 44 13 - MULLION EXTENSION07 21 00 - MINERAL BOARDINSULATION07 81 00 - APPLIEDFIREPROOFING08 44 13 - GLAZED ALUMINUMCURTAIN WALL12 22 00 - ROLLER WINDOWSHADES07 31 13 - ASPHALT SHINGLES07 71 00 - GUTTER03 45 00 - PRECASTARCHITECTURAL CONCRETE04 20 00 - MODULAR BRICK07 41 13.16 - STANDING-SEAMMETAL ROOF PANELS03 45 00 - PRECAST HEADER07 21 00 - MINERAL BOARDINSULATIONLEVEL 1196' - 0"LEVEL 2214' - 0"11TOP OF STEEL.LOW231' - 2 1/2"05 12 00 - STRUCTURAL STEELFRAMINGA5.2.24CSIMA5.2.72CSEE STRUCTURAL17' - 2 1/2"18' - 0"F.O.G.2' - 8"07 81 00 - APPLIEDFIREPROOFING03 45 00 - PRECAST SILL04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)08 44 13 - MULLION EXTENSION12 22 00 - ROLLER WINDOWSHADES07 81 00 - APPLIEDFIREPROOFING08 44 13 - GLAZED ALUMINUMCURTAIN WALL12 22 00 - ROLLER WINDOWSHADES03 45 00 - PRECAST HEADER07 41 13.16 - STANDING-SEAMMETAL ROOF PANELSSPIRITGEAR165CABOPENOFFICE27203 30 00 - CIP SLAB ON GRADE03 30 00 - CIP WALL04 20 00 - MODULAR BRICK03 30 00 - CIP FOOTINGLEVEL 2214' - 0"EE8"16' - 0"3' - 4"3' - 4"LEVEL 2214' - 0"TOP OF STEEL.LOW231' - 2 1/2"A5.2.43D2' - 9 1/2"17' - 2 1/2"HH.5EVENTSTORAGE2456' - 0"26' - 0"07 54 00 - TPO ROOFING03 45 00 - PRECAST COPING07 81 00 - APPLIEDFIREPROOFING04 20 00 - MODULAR BRICK07 81 00 - APPLIEDFIREPROOFING03 45 00 - PRECAST HEADER7TOP OF STEEL.LOW231' - 2 1/2"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A3.2.9WALL SECTIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/2" = 1'-0"A3.2.92AWALL SECTION AT SPIRIT GEAR 1/2" = 1'-0"A3.2.91AWALL SECTION AT BOOKSTORE 1/2" = 1'-0"A3.2.96AWALL SECTION - OPERABLE PARTITION NORTH GRID EE 1/2" = 1'-0"A3.2.94CWALL SECTION AT LOADING DOCK 1/2" = 1'-0"A3.2.94AWALL SECTIONNO. REASON DATE
TOP OF STEEL.LOW231' - 2 1/2"A5.2.61EA5.2.61CA5.2.61A07 31 13 - ASPHALT SHINGLES07 71 00 - GUTTER07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 54 00 - TPO ROOFINGCCTOP OF STEEL.LOW231' - 2 1/2"05 12 00 - STRUCTURAL STEELFRAMINGA5.2.54DA5.2.54BTOP OF STEEL. THEATER241' - 0"07 54 00 - TPO ROOFING07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 81 00 - APPLIEDFIREPROOFING07 54 00 - TPO ROOFING07 81 00 - APPLIEDFIREPROOFING9' - 9 1/2"CTOP OF STEEL.LOW231' - 2 1/2"05 12 00 - STRUCTURAL STEELFRAMINGA5.2.53DA5.2.53B07 31 13 - ASPHALT SHINGLESLIGHT GAUGE STEEL TRUSS -SEE STRUCT. DWG'S.07 71 00 - GUTTER07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 54 00 - TPO ROOFING07 81 00 - APPLIEDFIREPROOFING912HHTOP OF STEEL.LOW231' - 2 1/2"05 12 00 - STRUCTURAL STEELFRAMINGA5.2.51DA5.2.51BXTOP OF STEEL.HIGH233' - 10 1/2"A5.2.66BA5.2.65D07 54 00 - TPO ROOFING06 18 00 - GLULED LAMINATEDCONSTRUCTION07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL08 44 13 - GLAZED ALUMINUMCURTAIN WALL07 54 00 - TPO ROOFING07 81 00 - APPLIEDFIREPROOFINGTOP OF STEEL.LOW231' - 2 1/2"A5.2.64A07 54 00 - TPO ROOFING07 71 00 - GUTTER07 71 00 - DOWNSPOUT06 18 00 - GLULED LAMINATEDCONSTRUCTION07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 54 00 - TPO ROOFINGTOP OF STEEL.LOW231' - 2 1/2"A5.2.56DA5.2.56ATOP OF STEEL. THEATER241' - 0"3' - 2 1/2"9' - 9 1/2"1' - 6"07 71 00 - DOWNSPOUT07 54 00 - TPO ROOFING07 81 00 - APPLIEDFIREPROOFING07 81 00 - APPLIEDFIREPROOFING07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 54 00 - TPO ROOFINGETOP OF STEEL.LOW231' - 2 1/2"A5.2.63EA5.2.64C07 54 00 - TPO ROOFING07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 81 00 - APPLIEDFIREPROOFING08 11 13 - HM DOOR07 54 00 - TPO ROOFING12' - 0"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A3.2.10WALL SECTIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/2" = 1'-0"A3.2.101DWALL SECTION 1/2" = 1'-0"A3.2.104DWALL SECTION 1/2" = 1'-0"A3.2.105DWALL SECTION 1/2" = 1'-0"A3.2.101AWALL SECTION 1/2" = 1'-0"A3.2.102AWALL SECTION 1/2" = 1'-0"A3.2.104AWALL SECTION 1/2" = 1'-0"A3.2.106AWALL SECTION 1/2" = 1'-0"A3.2.106DWALL SECTIONNO. REASON DATE
FECFECTCTCFECTTFE4'-0"19" MAX9" MIN29" MIN34" MAX40" MAX4'-0"4'-0"2'-0"1'-5"6'-0"9"2'-0"5'-6"27" MIN34" MAX5'-3"36" MAX3'-3"42"36" MAX36" MAX19"MIN17"-19"1'-9"WALL MIRRORTOILET TISSUE DISPENSERGRAB BAREDGE OF PAPERSANITARY NAPKIN DISPOSALDRINKING FOUNTAINH.C.TOILET SEAT COVERCOATHOOKPAPER TOWEL/ WASTERECEPTICLEMAX BOWL DEPTH 6"RECESSED ORCOUNTER MOUNTEDSOAP DISPENSERFLOOR AND/ORWALL MOUNTEDPARTITIONDIAPER CHANGING STATIONUNFOLDED WORKSURFACE HEIGHTTOILET SEAT COVERACCESSIBLE TOILET(1'-3" @ OTHERS)MIRRORURINAL AND ACCESSIBLE URINALNOTE: MOUNTING HEIGHT DIMENSIONS ARE TO THE TOP OFEQUIPMENT TO COMPLY WITH ADA REQUIREMENTS. FIXTURES ARETO BE MOUNTED AS NOTED.SANITARY NAPKIN DISPENSERNOTE: HIGHEST CONTROL, OPERATING MECHANISMOR DISPENSING SLOT AT 48" MAX AFF FOR ALLDISPENSERS, DISPOSALS, ETC.ALL EXPOSED HOT AND COLD WATERPIPES SHALL BE INSULATED WITHPRODUCT SPECIFICALLY MANUFACTUREDFOR THIS PURPOSE UNLESS COVEREDWITH ADA APRON.UTILITY SHELF WITH MOP HOOK STRIP AND RAG BARSOAPDISPENSER3' - 4 1/64"3' - 3 61/64"1' - 6 3/64" MIN.WBBCCA8.2.27D0G6.2A S0G6.1A S0G6.1A SWOMEN120MEN1215' - 3 1/2"7 1/4"6' - 10 3/4"5' - 0 1/4"9' - 0"3' - 4"5' - 7 5/8"3/4"0G6.2A S0G6.2A S0G6.2A0G6.2A S0G6.2A S0G6.1AA4.0.21D4D2D0G6.1A0G6.1A0G6.1A0G6.2A S0G6.2A S0G6.1A0G6.1A0G6.1A0G6.2A S0G6.2A S0G6.2A0G6.1A S0G6.1A S0G6.1A S0G6.1A0G6.1A0G6.1A0G6.1A0G6.1ACCCCFDCEEFCDC7 1/4"23' - 0 5/8"20' - 5 5/8"5' - 8 3/8"3' - 4"9' - 0"2' - 5 1/4"5' - 8 3/8"BB.55' - 3 3/4"EQEQ5DRESS182DRESS1835' - 0 7/8"10' - 0 1/8"1' - 6"2' - 10"1' - 6"3' - 6 7/8"12' - 10 5/8"12' - 4 3/8"4' - 11 1/4"10' - 0 1/8"5' - 0 7/8"7 1/4"2' - 10"1' - 6"3' - 6 7/8"1' - 6"0G6.2A S2G6.4A S0G6.2A S0G6.2A S0G6.2A S0G6.2A S0G6.2A0G6.2A S0G6.1A S0G6.2AA4.0.31B2B3BA4.0.32B1B3B2G6.4A S0G6.2A S9' - 9 5/8"5' - 8 3/4"9' - 9 5/8"10' - 0"JJW3A6.0.4MEN116WOMEN1170G6.2A S0G6.2A S8 3/4"10' - 8 3/4"3' - 3 1/4"5' - 0"2' - 8"6' - 0"2' - 10 1/4"2' - 3 1/4"6' - 0"8"2' - 8"5' - 0"1G6.2A S0G6.1A S0G6.1A S0G6.1A0G6.1A0G6.1A0G6.1A0G6.1A0G6.1A0G6.1A0G6.1A2G6.4A S0G6.1A S0G6.1A S0G6.2A S0G6.2A SA4.0.23C4C5D0G6.1A0G6.1AA4.0.3567CCEFDCCEFCD12' - 0 3/4"7 1/4"10' - 7 1/4"W.58E7EEDDVA8.2.41BMEN106WOMEN10710' - 0"7 1/4"2' - 8"A4.0.32A4.0.3A4.0.34A1A2A130G6.2A S0G6.2 S0G6.2A S0G6.2A S0G6.2A S0G6.1A S0G6.1A S40G6.1A S0G6.1A S0G6.1A S0G6.1A S0G6.1A S0G6.2A S0G6.1A S0G6.2A S0G6.1A S0G6.1A S0G6.1A S0G6.1A S0G6.1A S0G6.1A S0G6.1A S0G6.1A S0G6.1A S0G6.1A S13' - 11 7/8"0G6.1A S0G6.2A S3' - 4"8' - 0"1' - 4"11' - 11 1/4"5' - 1"4' - 8 1/4"2' - 2"17' - 4 1/4"11' - 3 1/4"6' - 4 1/4"EFDCCCEFDCCCCC4' - 7 1/8"9' - 4 3/4"DD.55' - 4"7 1/4"2' - 11"2' - 10"2' - 10"2' - 11"3' - 2"5' - 1"1' - 6"1' - 5"1' - 6"6' - 1"3' - 7"5' - 1"4' - 8 1/4"2' - 2"2' - 1 1/2"11' - 11 1/4"5' - 4"7 1/4"5' - 4"3' - 4"9' - 0"5' - 0 1/4"1' - 6"3' - 0"3' - 0"1' - 6"5' - 1"2' - 11"2' - 11"1' - 6"3' - 7"3' - 0"2' - 11"2' - 11"2' - 11"1' - 5"7 1/4"7 1/4"1' - 5"2' - 11"1' - 5"1' - 1 5/8"2' - 3 1/4"1' - 6"3' - 0"3' - 0"1' - 6"9' - 0"2' - 8"2' - 2"2' - 8"3' - 9"4' - 3 1/4"3' - 3"1' - 6"1' - 10"8"CORRIDOR105160.00°2' - 0"2' - 0"5' - 4"7 1/4"5' - 10"1' - 4 1/2"10EWOMEN156MEN1558' - 0 3/4"1' - 0"A4.0.31E2E3E0G6.2A S0G8.2A S0G6.1A S2G6.4A S0G6.2A SA4.0.34E5E1FCFDCEFDCE2' - 0"2' - 0"3/4"10' - 7 3/8"9 1/4"10' - 7 3/8"5' - 1"5' - 1"2' - 11 3/4"5' - 1"1' - 5 3/8"1' - 6 3/8"1' - 6"3' - 7"PARTITION RATINGPARTITION MATERIALNOMINAL WIDTH OF STRUCTURENXN.NX XPARTITION HEIGHT CATEGORY(EXTEND TO STRUCTURE IF NOT INDICATED)PARTITION MODIFIERLAYERS OF 5/8" GYPSUM BOARD09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A4.0.1ENLARGED TOILETPLANS ANDELEVATIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLEXSHEET KEYNOTESGENERAL NOTESXTOILET ACCESSORIES LEGENDEQUIPMENT / APPLIANCE LEGENDC TOILET PAPER DISPENSERD GRAB BAR 18" VERTICALE GRAB BAR 36"F GRAB BAR 42"SEE FINISH MATERIAL SCHEDULE ON SHEET A811 FOR FINISHINFORMATIONGENERAL FINISH NOTES 1/4" = 1'-0"A4.0.11BENLARGED FLOOR PLAN - RESTROOMS LEVEL 1 REGION A 1/4" = 1'-0"A4.0.14DENLARGED FLOOR PLAN - RESTROOMS FITNESS LEVEL 1 1/4" = 1'-0"A4.0.14BENLARGED FLOOR PLAN - RESTROOMS LEVEL 1 REGION C 1/4" = 1'-0"A4.0.11DENLARGED FLOOR PLAN - RESTROOMS LEVEL 1 REGION D 1/4" = 1'-0"A4.0.14EENLARGED FLOOR PLAN - RESTROOMS KITCHEN LEVEL 1PARTITION TAG LEGENDNO. REASON DATE
FECTFECT CTWBBCCA8.2.83EWOMEN220MEN221A4.0.21D2D4D0G6.1A0G6.1A0G6.1A0G6.5A S0G6.2A S0G6.1A S0G6.1A0G6.2A S0G6.2A S0G6.2A S0G6.2A S0G6.1A S0G6.1A0G6.2A S0G6.1A0G6.1A0G6.1A0G6.1A0G6.1A0G6.1A0G6.1A23' - 0 5/8"5' - 0 1/4"9' - 0"3' - 4"5' - 8 3/8"1' - 4 3/4"12' - 0"9' - 10"2' - 2"A4.0.314161520' - 5 5/8"7 1/4"2' - 5 1/8"9' - 0"3' - 4"5' - 8 1/2"FDCECCCCCFDCE12' - 0"1' - 4 3/4"2' - 2"9' - 10"12' - 0"2' - 8"10' - 1 1/2"6' - 8"3' - 6"5' - 0"3' - 6"6' - 8"1' - 6"10.00°2' - 8"4' - 0"1' - 6 3/4"6' - 3 3/8"3/4"3/4"JJWA4.0.21E2E4EMEN216WOMEN2179' - 6 1/4"7' - 4"7 1/4"15' - 6 3/4"1' - 3 1/2"12' - 8"8 3/4"11' - 5 1/2"11' - 3 1/4"2' - 8"0G6.2A S0G6.2A S0G6.2A S0G6.2A S0G6.1A0G6.1A S0G6.1A S0G6.1A1G6.2A SA4.0.35760G6.1A0G6.1A0G6.1A0G6.1A0G6.1A0G6.1A0G6.1A0G6.1A0G6.1A0G6.1A0G6.2A SFDCECFDCECCW.58EEEDDVMEN206WOMEN207A4.0.24C3C5DA4.0.312A4.0.310G6.2A S0G6.2A S0G6.2A S0G6.2A S0G6.1A S0G6.1A S0G6.1A S0G6.1A S0G6.1A S0G6.2A S0G6.1A0G6.1A0G6.1A S0G6.20G6.1A0G6.1A0G6.1A0G6.1A0G6.1A0G6.1A0G6.1A0G6.1A0G6.2A S0G6.1A S0G6.1A S40G6.1A S0G6.1A S11' - 3 1/4"2' - 8"7 1/4"10' - 0"22' - 8 1/4"11' - 11 1/4"9' - 9 1/4"2' - 2"16' - 9"5' - 2"5' - 4"17' - 4 1/4"11' - 11 1/4"2' - 1 1/2"2' - 2"9' - 9 1/4"11' - 8"6' - 4"5' - 4"14' - 0 1/8"5' - 8 3/4"EFCDCCCCEFDC8"8"3' - 9"4' - 3 1/4"3' - 3"1' - 6"3' - 0"3' - 0"3' - 0"3' - 0"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A4.0.2ENLARGED TOILETPLANS ANDELEVATIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A4.0.21AENLARGED FLOOR PLAN - RESTROOMS LEVEL 2 REGION A 1/4" = 1'-0"A4.0.21BENLARGED FLOOR PLAN - RESTROOMS LEVEL 2 REGION C 1/4" = 1'-0"A4.0.24AENLARGED FLOOR PLAN - RESTROOMS LEVEL 2 REGION D 1/4" = 1'-0"A4.0.21ENORTH ELEVATION - MENS LEVEL 2REGION C 1/4" = 1'-0"A4.0.22ESOUTH ELEVATION - MENS RESTROOMLEVEL 2 REGION C 1/4" = 1'-0"A4.0.21DRESTROOM LEVEL 2 REGION A - NORTH ELEVATION 1/4" = 1'-0"A4.0.22DRESTROOM LEVEL 2 REGION A - SOUTH ELEVATION 1/4" = 1'-0"A4.0.24DRESTROOM LEVEL 2 REGION A - WEST ELEVATION 1/4" = 1'-0"A4.0.24ERESTROOM LEVEL 2 REGION C - WEST ELEVATION 1/4" = 1'-0"A4.0.23CRESTROOM LEVEL 2 REGION D - NORTH ELEVATION 1/4" = 1'-0"A4.0.25DRESTROOM LEVEL 2 REGION D - WEST ELEVATION 1/4" = 1'-0"A4.0.24CRESTROOM LEVEL 2 REGIONG D - SOUTH ELEVATIONNO. REASON DATE
2' - 9"1AA8.3.1simEQEQWALL TILETILE BASEGWB, PAINTEDFRAMELESSMIRRORQUARTZCOUNTERTOPWITH APRONPLASTICLAMINATESHROUD7"2' - 10"6"3' - 0"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A4.0.3ENLARGED TOILETELEVATIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A4.0.31AMENS RESTROOM LEVEL 1 REGION D - NORTH ELEVATION 1/4" = 1'-0"A4.0.32AMENS RESTROOM LEVEL 1 REGION D -WEST ELEVATION 1/4" = 1'-0"A4.0.34AMENS RESTROOM LEVEL 1 REGION D - SOUTH ELEVATION 1/4" = 1'-0"A4.0.33BRESTROOM LEVEL 2 - LEVEL 1 1/4" = 1'-0"A4.0.31BNORTH ELEVATION - DRESS 1/4" = 1'-0"A4.0.32BWEST ELEVATION - DRESS 1/4" = 1'-0"A4.0.31RESTROOM LEVEL 1 REGION - NORTHEAST ELEVATION 1/4" = 1'-0"A4.0.32RESTROOM LEVEL 1 REGION D - SOUTHWEAT ELEVATION 1/4" = 1'-0"A4.0.33RESTROOM LEVEL 1 REGION D NORTHELEVATION 1/4" = 1'-0"A4.0.34RESTROOM LEVEL 1 REGION D SOUTH ELEATION 1/4" = 1'-0"A4.0.35WOMENS RESTROOM LEVEL 2 REGION D- NORTH ELEVATION 1/4" = 1'-0"A4.0.36WOMENS RESTROOM LEVEL 2 REGION D- SOUTH ELEVATION 1/4" = 1'-0"A4.0.37WOMENS RESTROOM LEVEL 2 REGION D- WEST ELEVATION 1/4" = 1'-0"A4.0.31ERESTROOM 2 LEVEL 1 REGION D -NORTH ELEVATION 1/4" = 1'-0"A4.0.33ERESTROOM 2 LEVEL 1 REGION D - EASTELEVATION 1/4" = 1'-0"A4.0.32ERESTROOM 2 LEVEL 1 REGION D - WESTELEVATION 1/4" = 1'-0"A4.0.34EMENS RESTROOM 2 LEVEL 1 REGION D -NORTH ELEVATION 1/4" = 1'-0"A4.0.35EMENS RESTROOM 2 LEVEL 1 REGION D -EAST ELEVATION 1/4" = 1'-0"A4.0.31FMENS RESTROOM 2 LEVEL 1 REGION D -WEST ELEVATION 1/4" = 1'-0"A4.0.314MENS RESTROOM LEVEL 2 REGION A - NORTH ELEVATION 1/4" = 1'-0"A4.0.315MENS RESTROOM LEVEL 2 REGION A - SOUTH ELEVATION 1/4" = 1'-0"A4.0.316MENS RESTROOM LEVEL 2 REGION A - EAST ELEVATIONNO. REASON DATE
FEC
FEC36CAM1B1.2YY25STORAGE184OFFICE181FITNESSENTRY180MULTIPURPOSEROOM185A8.2.31AA8.2.35CA8.2.31CA8.2.37A0G8.2A S0G6.2A S0G6.2 S0G6.1A5' - 4 3/4"7' - 4"8 3/4"23' - 7 3/8"42' - 6"0G6.5A S0G6.4A S2G6.42G6.4A S7' - 4 1/8"1' - 6 5/8"10' - 0 1/8"12' - 8 3/4"7' - 4 1/8"1' - 6 5/8"10' - 0 1/8"0G6.2A S0G6.1A S2G6.4A S0G6.1A17' - 7 3/8"12' - 2 1/4"0G6.4A S8' - 11 3/8"8' - 8"31' - 10"7 1/4"16' - 2 3/8"1' - 5"54' - 0"2' - 7 1/2"100.00°1' - 6"6' - 0"27' - 2"6' - 0"1' - 10"8 3/4"FITNESS122ELECT./IT124HOUSEKEEPING194CAMPBELLTIMES1874' - 8 1/8"31' - 4 1/8"14' - 11 7/8"2G6.4A0G6.2AA.5DRESS183DRESS1824' - 8"1' - 4"R.O.4' - 0"1' - 4"R.O.9' - 4"1' - 4"4' - 0"1' - 4"R.O.4' - 0"1' - 4"4' - 8"1' - 4"4' - 0"1' - 4"2' - 0"2' - 0"48' - 0"2' - 0"116' - 0"A8.2.34CA8.2.34DA8.2.37C2AA3.2.26.2A8.2.37DA5.1.41EA5.1.45AA5.1.45CA5.1.45EA5.1.55AA5.1.53AA5.1.51AA5.1.51CA5.1.53CA5.1.55CA5.1.211DSCENTER MULLIONON CEILING ABOVEAFS-550G6.1A SAFS-541' - 4"12' - 2"5' - 4"1' - 4"9' - 4"1' - 4"5' - 4"1' - 4"4' - 0"1' - 4"17' - 4"1' - 4"4' - 0"1' - 4"17' - 4"1' - 4"4' - 0"1' - 4"17' - 4"1' - 4"4' - 0"1' - 4"6' - 8"1' - 4"6' - 8"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"6' - 10"1' - 4"4' - 0"1' - 4"10.00°2' - 0"24' - 0"11' - 4"8' - 8"2' - 0"2' - 0"3' - 4"20' - 8"24' - 0"24' - 0"24' - 0"16' - 0"2' - 0"A4.0.14D0G6.5A S0G6.5A SPARTITION RATINGPARTITION MATERIALNOMINAL WIDTH OF STRUCTURENXN.NX XPARTITION HEIGHT CATEGORY(EXTEND TO STRUCTURE IF NOT INDICATED)PARTITION MODIFIERLAYERS OF 5/8" GYPSUM BOARD09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A4.1.1ENLARGED FLOORPLANSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A4.1.11AENLARGED FLOOR PLAN - FITNESS LEVEL 1XSHEET KEYNOTESGENERAL NOTESPARTITION TAG LEGENDNO. REASON DATE
FEC36CAM11.2YY25A8.2.3A8.2.31CA8.2.31EOPEN TO BELOW2G6.4A S0G6.4A S0G6.5A S0G6.4A S2G6.4 S2G6.4A S2G6.4A S0G6.10G6.5A S0G6.5A S27' - 4"40' - 8"7' - 11 3/8"56' - 0 5/8"2' - 0"1' - 4"8 3/4"1' - 4 5/8"1 1 ' - 2 1/2 "34' - 7 3/8"1' - 4 5/8"7' - 4 1/8"1' - 4"4' - 8 1/8"31' - 4 1/8"17' - 5 1/4"ELECT./IT224CHASE281PINEBURR289A.51' - 4"1' - 4"8"4 "1' - 4"10' - 8"A9.1.1182AA3.2.26.2A9.1.116FITNESS222A5.1.235CA5.1.235AS116' - 0"2' - 0"3' - 4"20' - 8"24' - 0"24' - 0"24' - 0"16' - 0"2' - 0"5' - 4"12' - 0"5' - 4"1' - 4"4' - 0"1' - 4"17' - 4"1' - 4"4' - 0"1' - 4"17' - 4"1' - 4"4' - 0"1' - 4"17' - 4"1' - 4"4' - 0"1' - 4"6' - 8"1' - 4"6' - 8"6' - 10"1' - 4"4' - 0"1' - 4"2' - 0"2' - 0"10.00°2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"48' - 0"2' - 0"35' - 4"8' - 8"2' - 0"4' - 8"1' - 4"R.O.4' - 0"1' - 4"R.O.9' - 4"1' - 4"4' - 0"1' - 4"R.O.4' - 0"1' - 4"6' - 0"4' - 0"3' - 4"2' - 0"0G6.10G6.5A S0G6.5A S0G6.4A SPARTITION RATINGPARTITION MATERIALNOMINAL WIDTH OF STRUCTURENXN.NX XPARTITION HEIGHT CATEGORY(EXTEND TO STRUCTURE IF NOT INDICATED)PARTITION MODIFIERLAYERS OF 5/8" GYPSUM BOARD09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A4.1.2ENLARGED FLOORPLANSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A4.1.21AENLARGED FLOOR PLAN - FITNESS LEVEL 2XSHEET KEYNOTESGENERAL NOTESPARTITION TAG LEGENDNO. REASON DATE
FECFEC46D2.8GMR191GMR192GMR1930G6.2A S0G6.2A S0G6.1A S0G6.1A S0G6.2A S0G6.2A S0G6.1A S0G6.1A S0G6.1A S0G6.1A S0G40G40G40G6.1A S0G6.1A S0G6.1A S2G6.4A S0G6.1A S2G6.4A SAFS-52AFS-52AFS-5311' - 8 3/8"10' - 3 5/8"1' - 4"9' - 8 3/8"22' - 11 5/8"3' - 4"9' - 11 3/8"3' - 4"1' - 2"8' - 9 3/8"8"AFS-521' - 2"8' - 9 3/8"8"8"8"8"3' - 4"8"1' - 4"A5.1.213EA5.1.214EA5.1.215EA8.2.21FA8.2.23FTYP.TYP.A8.2.21AGMR1901' - 4"1' - 4"0G6.2A S46DA8.2.81A2.8GMR286GMR285GMR28422' - 0"1' - 4"20' - 4 3/8"11' - 9"3' - 4"9' - 11 3/8"1' - 2"8' - 9 3/8"0G6.2A S0G4.10G4.10G4.1A2G6.4A S0G6.1A S0G6.1A S0G6.2A S2G6.4A S0G6.2A S0G4.10G6.20G6.1A S0G6.10G6.28"1' - 4"3' - 4"8"8"8"3' - 4"8"8"2G6.4A SA8.2.21FA5.1.213ESimA5.1.214ESimA5.1.215ESimA8.2.23FTYP.TYP.1' - 4"8"1' - 4"0G6.2A SC1.2D2CAMPBELLTIMES187STOR.1880G6.2A S0G6.2A S0G6.1A0G6.2A0G6.5A S0G6.50G6.4A S0G6.4A S1' - 4"15' - 4"1' - 4"12' - 4 1/8"2' - 0"5' - 5 1/8"7' - 7 1/4"4' - 0"8' - 7 1/2"1' - 4"7' - 3 1/2"8 3/4"9 1/2"10 0 .0 0 °100.00°12' - 8"A8.2.25FA5.1.63AAFS-51AFS-500G6.2A0G6.1AC1.2D2A8.2.85EPINEBURR289STOR.2900G6.1A0G6.2A0G6.2A S0G6.2A S0G6.4A S0G6.2A1' - 4"15' - 4"1' - 4"8' - 7 1/2"9' - 11 1/2"4' - 4"5' - 5 1/8"0G6.5A S0G6.5A S0G6.4A S100.00°1' - 4"7 1/2"1' - 4"A8.2.82AFS-51AFS-501 0 0 .00°1' - 8 5/8"7' - 7 1/4"4' - 0"PARTITION RATINGPARTITION MATERIALNOMINAL WIDTH OF STRUCTURENXN.NX XPARTITION HEIGHT CATEGORY(EXTEND TO STRUCTURE IF NOT INDICATED)PARTITION MODIFIERLAYERS OF 5/8" GYPSUM BOARD09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A4.1.3ENLARGED FLOORPLANSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A4.1.31AENLARGED FLOOR PLAN - GMR'S LEVEL 1 1/4" = 1'-0"A4.1.31CENLARGED FLOOR PLAN - GMR'S LEVEL 2 1/4" = 1'-0"A4.1.35AENLARGED FLOOR PLAN - CAMPBELL TIMES 1/4" = 1'-0"A4.1.35CENLARGED FLOOR PLAN - PINE BURRXSHEET KEYNOTESGENERAL NOTESPARTITION TAG LEGENDNO. REASON DATE
24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"6MLDDXZ2AA3.2.58"32' - 0"2' - 0"1' - 7 3/8"1' - 2"10.00°FOG2' - 8"FOG10' - 0"10' - 0"0G6.110.00°A5.1.13AA5.1.211ANORTHVESTIBULE104A5.1.11AGREATHALL1031' - 5"AFS-602' - 0"1' - 4"25' - 4"1' - 4"2' - 0"FOG2' - 8"3' - 1 1/2"6' - 0"7' - 1"6' - 0"3' - 1 1/2"8 3/4"7' - 2 1/4"6' - 0"7' - 1"6' - 0"7' - 1 1/2"AFS-79AFS -80
MSOUTHVESTIBULE101A9.1.18A5.1.41ES3' - 1 1/2"6' - 0"7' - 1"6' - 0"3' - 1 1/2"25' - 4"1' - 4"4' - 0"1' - 4"3' - 4"3' - 4"1' - 4"5' - 1 1/2"6' - 0"7' - 1"6' - 0"3' - 1 1/2"2' - 0"0G6.5A S0G6.5A SFOG12' - 8"FOG2' - 0"AFS-11BAFS-56AFS-57PARTITION RATINGPARTITION MATERIALNOMINAL WIDTH OF STRUCTURENXN.NX XPARTITION HEIGHT CATEGORY(EXTEND TO STRUCTURE IF NOT INDICATED)PARTITION MODIFIERLAYERS OF 5/8" GYPSUM BOARDAAX.8XWBBCCA8.2.75DA8.2.71DA8.2.71AA8.2.75AWOMENS TOILETSEE ENLARGED TOILET PLANSMENS TOILETSEE ENLARGED TOILET PLANS0G6.2A0G6.1A0G6.1A0G6.5A S0G6.5A S0G6.1A0G6.4A S0G6.2A S0G6.2A S1' - 4"8' - 0"8"8"8' - 0"1' - 4"0G6.2A S0G6.2A S0G6.5A S8' - 0"1' - 4"42' - 8"1' - 4"8' - 0"38' - 6 3/4"1' - 4 1/2"A8.2.71ASIM OPP44' - 0"8' - 8"8' - 8"1' - 4"8' - 0"30' - 8"8"8' - 0"8"8' - 0"CINEMA2930G6.1A S0G6.1A S3AA3.2.4A5.1.92EA5.1.94DA5.1.95DA5.1.91EA5.1.92CACOUSTICAL PANEL SYSTEMAS SHOWN ON FINISH PLANSAND INTERIOR ELEVATIONSA5.1.236AA5.1.231CORR291CORR292A8.4.51E0G6.2A1' - 4"44' - 0"1' - 4"10' - 8"46' - 8"2' - 0"2' - 0"5' - 2 1/2"5' - 4"1' - 4"4' - 0"1' - 4"9' - 4"1' - 4"4' - 0"1' - 4"9' - 4"4' - 8"1' - 0"100.00°1 0 0 .00°2' - 0"0G6.5A S1 1/4"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A4.1.4ENLARGED FLOORPLANSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A4.1.45CENLARGED FLOOR PLAN - NORTH VESITBULE LEVEL 1 1/4" = 1'-0"A4.1.45AENLARGED FLOOR PLAN - SOUTH VESTIBULE LEVEL 1 1/4" = 1'-0"A4.1.41AENLARGED FLOOR PLAN - CINEMAXSHEET KEYNOTESGENERAL NOTESPARTITION TAG LEGENDNO. REASON DATE
FECFEC891011CA7B2AA3.2.92AA3.2.84AA3.2.86AA3.2.81AA3.2.93AA3.2.11UNIONADMIN.166OFFICE167OFFICE173OFFICE172OFFICE169ELECT./IT108MAIL/STORAGE168SPIRITGEAR165BUILDINGSTORAGE161CORRIDOR160FIREPUMP1648' - 0"16' - 0 5/8"23' - 4 5/8"7' - 11 3/8"14' - 10 1/8"14' - 6 5/8"7' - 8"2' - 8 3/4"10' - 0"10' - 7 1/4"8' - 0"0G6.2A S0G6.2A S0G6.2A S0G6.2A S0G6.2A S0G6.2A S2G6.42G6.42G6.4A S2G6.4A S0G6.2A S0G6.2A S0G6.2A0G6.10G6.1A0G6.2A1G6.2A S0G6.2A S0G6.2A S0G6.1A S0G6.2A S0G6.2A SA.51' - 4"2' - 0"2' - 0"1' - 4"14' - 8"1' - 4"9' - 4"1' - 4"4' - 0"1' - 4"9' - 4"1' - 4"4' - 0"1' - 4"9' - 4"1' - 4"4' - 0"1' - 4"9' - 4"1' - 4"4' - 0"1' - 4"9' - 4"1' - 4"4' - 0"1' - 4"9' - 4"1' - 4"4' - 0"1' - 4"9' - 4"1' - 4"2' - 0"2' - 8"2' - 0"2' - 0"1' - 4"4' - 0"1' - 4"4' - 8"1' - 4"R.O.4' - 0"1' - 4"5' - 4"R.O.9' - 4"1' - 4"R.O.4' - 0"1' - 4"2' - 8"2' - 8"28' - 0"15' - 4"13' - 4"2' - 0"7' - 4"2' - 0"2' - 0"1' - 4"FOG11 1/2"8"8"1G6.2A S1G6.2A SA8.2.61B4A1DA8.2.61AAFS-06AFS-06AFS-06AFS-06AFS-59AFS-06AFS-06AFS-05AFS-06AFS-18AFS-19AFS-05AFS-20AFS-05AFS-05AFS-826' - 11 5/8"14' - 8"9' - 8 3/8"8"8"9' - 8 3/8"5' - 10 3/8"8' - 1 1/4"8' - 8 5/8"7' - 0 1/8"1' - 7 1/4"10' - 0"FOODSERVICEADMIN.170OFFICE175OFFICE177RECEIVING/PROCESSING162MGR./CASHOFFICE1630G6.2A S0G6.2A S0G6.2A S0G6.2A S0G6.1A0G6.1A0G6.1A0G6.1A S0G6.2A S0G6.2A S0G6.2A S0G6.2A S0G6.2A S0G6.2A SAFS-8312C.9A5.1.33AA5.1.35AA5.1.36AA5.1.35EA5.1.33EA5.1.31EA5.1.31CA5.1.232A5.1.233A5.1.43AA5.1.215CA F S -8 1
AFS-58130.00°1' - 6"7' - 1 1/2"16' - 3 3/8"10' - 9 7/8"2' - 0 3/4"170.00°160.00°110.00°5' - 3 3/8"3' - 4"10 3/4"9' - 1 1/4"3' - 0"8"10' - 6 3/4"8' - 7 1/4"3' - 4"DIAGONAL BRACING,SEE STRUCTURALDIAGONAL BRACING,SEE STRUCTURAL1' - 4"1' - 4"20.0 0°3' - 0 3/4"8 3/4"10' - 5 1/2"6' - 8"94' - 8"28' - 0"0G6.2A S0G6.2A S0G6.2A S0G6.2A S0G6.2A S0G6.1A S0G6.1A SPARTITION RATINGPARTITION MATERIALNOMINAL WIDTH OF STRUCTURENXN.NX XPARTITION HEIGHT CATEGORY(EXTEND TO STRUCTURE IF NOT INDICATED)PARTITION MODIFIERLAYERS OF 5/8" GYPSUM BOARD09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A4.1.5ENLARGED FLOORPLANSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A4.1.51AENLARGED FLOOR PLAN - SPIRIT GEARXSHEET KEYNOTESGENERAL NOTESPARTITION TAG LEGENDNO. REASON DATE
FECFEC891011CA7B2AA3.2.9A8.2.137AA8.2.131AA8.2.134B2AA3.2.84AA3.2.86AA3.2.81AA3.2.93AA3.2.11STORAGE/STAGING253COPY/SUPPLY255ASST.DIRECTORSTUDENTAFFAIRS259DIRECTORSTUDENTACTIVITIES261ASST.DIRECTORGREEKLIFE263GRADASST -SGA267GRADASST -PROGRAM269ELECT./IT208CHASE278INTLOPENOFFICE275GROWTH/SM MTG254GRADASST -GREEKLIFE257GREEKLIFEEXEC.OFFICE258SMMEETING260GREEKLIFEOPENOFFICE256SGAOPENOFFICE264CONFERENCE268CABOPENOFFICE272CABPREPROOM274GRADASST -INTL276SMMEETING266SGAEXEC.OFFICE265CABEXEC.OFFICE273SMMEETING270STUDENTINVOLVEMENT25211' - 4"8"10' - 4 3/8"10' - 8"10' - 3 5/8"8"10' - 4 3/8"10' - 8"0G6.2B S0G6.2B S0G6.1A S2G6.4A S0G6.2B S0G6.1B S4' - 1 7/8"8"16' - 0 5/8"15' - 11 3/8"22' - 8 1/8"8' - 8"8' - 7 3/8"4' - 1 7/8"0G6.1A S0G6.2B S0G6.2B S10' - 11 5/8"10' - 5 1/8"8"9' - 11 1/4"3/4"10' - 7 1/4"3/4"7' - 5 1/4"3/4"10' - 7 1/4"6' - 2 3/8"4' - 9 1/4"4' - 2"2' - 2 3/8"4' - 0 3/4"2G6.4A S0G6.2B0G6.2B0G6.1A S0G6.2B S0G6.2B S0G6.2B S0G6.2B S0G6.2B S0G6.2B S0G6.2B S0G6.2B S0G6.2B S0G6.2B S0G6.1BWOMEN'S TOILETSEE ENLARGED PLANS0G6.2B0G6.1B S2G6.4A S2G6.4A S11' - 3 1/4"19' - 4"2' - 0 3/4"11' - 3 1/4"18' - 8"1' - 4 3/4"11' - 3 1/4"21' - 11"0G6.1A0G6.1A13' - 4 1/16"11' - 3 1/4"11' - 3 1/4"0G6.2B S0G6.2B S0G6.2B S17' - 3 3/4"4' - 0 3/4"18' - 7 3/4"12' - 0 3/4"18' - 0"13' - 4"10' - 0"1' - 4"18' - 8"2' - 0 3/4"10' - 0"8 3/4"0G6.2B0G6.1B0G6.1B0G6.2B S0G6.1A S24' - 6 1/2"3' - 11 1/2"10' - 2"5' - 4"0G6.2B0G6.2B S0G6.2B S0G6.2B S0G6.2B S19' - 3 7/8"10' - 8"20' - 0"1' - 4 3/4"13' - 4 5/16"11' - 3 1/4"8 3/4"0G6.2B S0G6.2B S0G6.2B S0G6.2B S0G6.2B S0G6.2B S0G6.2B S0G6.2B S0G6.2A S0G6.20G6.2B0G6.10G6.10G6.15' - 0 9/16"7/8"5' - 1 3/8"1 1/2"0G6.2B S2' - 8"11' - 3 1/4"13' - 2 1/2"0G6.2B SAFS-74AFS-74AFS-76AFS-77AFS-73AFS-72AFS-72AFS-73AFS-72AFS-75AFS-74AFS-74A8.2.1312C.9A2.1.72CA2.1.71A3B6BA8.2.131BA5.1.236A5.1.233CA5.1.231CA5.1.231AA5.1.233ACORR250CABSTORAGE251SGASTORAGE2711' - 4"2' - 0"2' - 0"1' - 4"14' - 8"1' - 4"9' - 4"1' - 4"4' - 0"1' - 4"9' - 4"1' - 4"4' - 0"1' - 4"9' - 4"1' - 4"4' - 0"1' - 4"9' - 4"1' - 4"4' - 0"1' - 4"9' - 4"1' - 4"4' - 0"1' - 4"9' - 4"1' - 4"4' - 0"1' - 4"9' - 4"1' - 4"2' - 0"2' - 8"2' - 0"6' - 8"94' - 8"28' - 0"2' - 0"2' - 0"1' - 4"4' - 0"1' - 4"4' - 8"1' - 4"R.O.4' - 0"1' - 4"5' - 4"R.O.9' - 4"1' - 4"R.O.4' - 0"1' - 4"2' - 8"2' - 8"28' - 0"15' - 4"13' - 4"PARTITION RATINGPARTITION MATERIALNOMINAL WIDTH OF STRUCTURENXN.NX XPARTITION HEIGHT CATEGORY(EXTEND TO STRUCTURE IF NOT INDICATED)PARTITION MODIFIERLAYERS OF 5/8" GYPSUM BOARD09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A4.1.6ENLARGED FLOORPLANSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A4.1.61AENLARGED FLOOR PLAN - STUDENT INVOLVEMENTXSHEET KEYNOTESGENERAL NOTESPARTITION TAG LEGENDNO. REASON DATE
FEC
FECFECFECFECF E C FECFECFECFECUPUPUPF E
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24"
24"24"24"24"24"24"24"24"
24"24"24"24"24"24"24"
24"
24"24"24"24"24"24"24"
24"24"24"24"24"24"24"24"
24"24"24"24"24"24"
24"24"24"24"24"24"24"24"
24"24"24"24"24"24"24"24"24"
24"24"24"24"24"FECFECFECFECFECFECFECFEC
F E C FECUPFEA5.1.13AA5.1.211AA5.1.16AA5.1.41CA5.1.11CA5.1.11AA5.1.15CA5.1.11EA5.1.13EA5.1.17EA5.1.23AA5.1.15EA5.1.21AA5.1.25AA5.1.21CA5.1.23CA5.1.25CA5.1.25EA5.1.23EA5.1.21EA5.1.31AA5.1.33AA5.1.35AA5.1.36AA5.1.35EA5.1.33EA5.1.31EA5.1.31CA5.1.232A5.1.233A5.1.43AA5.1.41AA5.1.41EA5.1.45AA5.1.45CA5.1.45EA5.1.55AA5.1.53AA5.1.51AA5.1.51CA5.1.53CA5.1.55CA5.1.63AA5.1.61AA5.1.61CA5.1.61EA5.1.62CA5.1.62EA5.1.64EA5.1.65EA5.1.64CA5.1.65CA5.1.65AA5.1.215AA5.1.213AA5.1.211BA5.1.213CA5.1.215CA5.1.211DA5.1.213EA5.1.214EA5.1.211EA5.1.215EA5.1.92EA5.1.94DA5.1.95DA5.1.71AA5.1.73AA5.1.75AA5.1.236A5.1.71CA5.1.75CA5.1.75EA5.1.81AA5.1.85AA5.1.83CA5.1.91EA5.1.92CA5.1.83A1234A5.1.71ESimA5.1.73ESimA5.1.221DA5.1.222DA5.1.224CA5.1.226DA5.1.224AA5.1.221AA5.1.226AA5.1.233CA5.1.231CA5.1.231AA5.1.233AA5.1.235CA5.1.236AA5.1.231A5.1.25ESimA5.1.21ESimA5.1.31ASimA5.1.33ASimA5.1.35ASimA5.1.36ASimA5.1.35ESimA5.1.33ESimA5.1.31ESimA5.1.31CSimA5.1.43ASimA5.1.41ASimA5.1.41CSimA5.1.41ESimA5.1.45ASimA5.1.45CSimA5.1.45ESimA5.1.55ASimA5.1.53ASimA5.1.51ASimA5.1.51CSimA5.1.53CSimA5.1.55CSimA5.1.63ASimA5.1.63ASimA5.1.61CSimA5.1.65ASimA5.1.65CSimA5.1.211ASimA5.1.213ESimA5.1.214ESimA5.1.215ESimA5.1.235AA5.1.234A5.1.23509/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A5.1.0PLAN DETAILS - KEYPLANCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/16" = 1'-0"A5.1.01FLOOR PLAN - LEVEL 1 PLAN DETAIL KEY PLAN 1/16" = 1'-0"A5.1.02FLOOR PLAN - LEVEL 2 PLAN DETAIL KEY PLANNO. REASON DATE
TOP OF STEEL.LOW231' - 2 1/2"08 44 13 - GLAZED ALUMINUMCURTAIN WALL08 44 13 - INSULATIONREINFORCEMENT ANGLE07 21 00 - MINERAL BOARDINSULATION07 81 00 - APPLIEDFIREPROOFINGS07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD06 10 53 - BLOCKING AS REQ'D05 40 00 - 3 5/8" METAL STUDFRAMING05 40 00 - 7/8" HAT-SHAPEDFURRING CHANNEL06 16 00 - EXT. GRADE PLYWOOD07 54 00 - TPO ROOFING07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION07 54 00 - GLASS-MAT COVERBOARD07 21 00 BATT INSULATION07 71 00 - ALUMINUM COPINGCAP W/ CONTINUOUS CLEAT03 45 00 - PRECASTARCHITECTURAL CONCRETE05 12 00 - STRUCTURAL STEELFRAMINGLEVEL 2214' - 0"07 41 13.16 - STANDING-SEAMMETAL ROOF PANELS07 41 13.16 -HIGH-TEMPERATUREUNDERLAYMENT06 16 00 - PLYWOOD SHEATHING07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION08 44 13 - INSULATIONREINFORCEMENT ANGLE08 44 13 - GLAZED ALUMINUMCURTAIN WALL07 21 00 - MINERAL BOARDINSULATION05 40 00 - 6" METAL STUDFRAMING07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING08 44 13 - GLAZED ALUMINUMCURTAIN WALL05 40 00 - 2 1/2" METAL STUDFRAMING06 16 00 - GLASS MAT GYPSUMSHEATHING?A5.2.04C1/2" / 12"A5.2.02E07 84 43 - JOINT FIRESTOPPING08 41 13 - CLOSURE ANGLE07 81 00 - APPLIEDFIREPROOFINGS07 21 00 BATTINSULATION07 21 00 BATTINSULATION07 81 00 - APPLIEDFIREPROOFING06 10 53 - BLOCKING AS REQ'D07 92 00 - JOINT SEALANTSYSTEM WITH BACKER RODLEVEL 1196' - 0"08 41 13 - STOREFRONT ENTRYDOOR08 11 13 - THRESHOLD07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD03 30 00 - CIP SLAB ON GRADE03 30 00 - CIP FOOTINGFOUNDATION DRAINAGE PIPING- SEE CIVIL DWG'S.LEVEL 2214' - 0"AFOG2' - 8"08 44 13 - GLAZED ALUMINUMCURTAIN WALL07 81 23 - INTUMESCENTFIREPROOFING08 44 13 - MULLION EXTENSION08 44 13 - LATERAL ANCHORLEVEL 1196' - 0"AA5.2.04A2' - 8"3' - 11 3/8"07 21 00 - R-13.4 SPRAYEDINSULATION04 20 00 - MODULAR BRICK04 20 00 - THRU-WALL FLASHING04 20 00 - CAVITY DRAINAGEMATERIAL04 20 00 - WEEP / CAVITY VENT04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)08 44 13 - GLAZED ALUMINUMCURTAIN WALL03 30 00 - CIP FOOTING03 30 00 - CIP SLAB ON GRADE07 21 00 - R-10 2" RIGIDINSULATION07 11 13 - BITUMINOUSDAMPPROOFING09 29 00 - GYPSUM WALL BOARD06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING05 40 00 - 6" METAL STUDFRAMING04 20 00 - GROUT CAVITY04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)FOUNDATION DRAINAGE PIPING- SEE CIVIL DWG'S.03 45 00 - WELDED PIN PLATE07 27 13 - SELF ADHERINGSHEET AIR BARRIER03 45 00 - PRECAST SILLAF.O.G.2' - 8"A5.2.04E07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION04 20 00 - MODULAR BRICK06 16 00 - GLASS MAT GYPSUMSHEATHING07 21 00 - MINERAL BOARDINSULATION08 44 13 - INSULATIONREINFORCEMENT ANGLE07 27 13 - SELF ADHERINGSHEET AIR BARRIER06 16 00 - GLASS MAT GYPSUMSHEATHING07 21 00 - R-13.4 SPRAYEDINSULATION05 40 00 - 6" METAL STUDFRAMING05 40 00 - 6" METAL STUDFRAMING07 31 13 - #30 ROOFING FELT07 71 00 - ROOF EDGEFLASHINGS07 81 00 - APPLIEDFIREPROOFINGF.O.B.2' - 0"07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD12 22 00 - ROLLER WINDOWSHADES08 44 13 - MULLION EXTENSION03 45 00 - PRECAST HEADER07 81 00 - APPLIEDFIREPROOFING07 41 13.16 - STANDING-SEAMMETAL ROOF PANELS07 41 13.16 -HIGH-TEMPERATUREUNDERLAYMENT06 16 00 - PLYWOOD SHEATHING03 45 00 - PRECASTARCHITECTURAL CONCRETE07 71 00 - GUTTER07 31 13 - ASPHALT SHINGLES06 16 00 - PLYWOOD SHEATHING07 21 00 - BATT INSULATIONLIGHT GAUGE STEEL TRUSS -SEE STRUCT. DWG'S.08 44 13 - GLAZED ALUMINUMCURTAIN WALL06 10 53 - BLOCKING AS REQ'D07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD06 20 13 - WOOD TRIM06 10 53 - BLOCKING AS REQ'D07 21 00 - R-13.4 SPRAYEDINSULATION09 29 00 - GYPSUM WALL BOARD05 40 00 - 6" METAL STUDFRAMING04 20 00 - MODULAR BRICK07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING04 20 00 - THRU-WALL FLASHING04 20 00 - WEEP / CAVITY VENT07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION07 27 13 - SELF ADHERINGSHEET AIR BARRIER04 20 00 - GROUT CAVITY07 41 13.16 - HEAD WALLFLASHING07 41 13.16 - Z CLOSURE07 41 13.16 - STANDING-SEAMMETAL ROOF PANELS04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)08 44 13 - GLAZED ALUMINUMCURTAIN WALL06 10 53 - BLOCKING AS REQ'D07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD07 62 00 - ALUMINUMCOUNTERFLASHING07 41 13.16 - HEAD WALLFLASHING07 41 13.16 -HIGH-TEMPERATUREUNDERLAYMENT07 27 13 - SELF ADHERINGSHEET AIR BARRIER06 16 00 - GLASS MAT GYPSUMSHEATHING07 41 13.16 - Z CLOSURE07 41 13.16 - STANDING-SEAMMETAL ROOF PANELS06 16 00 - PLYWOOD SHEATHING07 54 00 - R-30 MIN.TAPEREDBOARD INSULATIONMIN. OVERLAP8"07 41 13.16 - STANDING-SEAMMETAL ROOF PANELS07 41 13.16 -HIGH-TEMPERATUREUNDERLAYMENT06 16 00 - PLYWOOD SHEATHING06 10 53 - BLOCKING AS REQ'D07 71 00 - GUTTER07 71 00 - ROOF EDGEFLASHINGS07 27 13 - SELF ADHERINGSHEET AIR BARRIER06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 2 1/2" METAL STUDFRAMING07 92 00 - JOINT SEALANTSYSTEM WITH BACKER RODALIGN09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A5.2.0SECTION DETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1 1/2" = 1'-0"A5.2.01ESECTION DETAIL 1 1/2" = 1'-0"A5.2.01BSECTION DETAIL AT SOUTH ENTRY CANOPY 1 1/2" = 1'-0"A5.2.01ASECTION DETAIL 1 1/2" = 1'-0"A5.2.02ASECTION DETAIL 1 1/2" = 1'-0"A5.2.05ASECTION DETAIL 1 1/2" = 1'-0"A5.2.05CSECTION DETAIL 3" = 1'-0"A5.2.04AENLARGED SECTION DETAIL 3" = 1'-0"A5.2.04EENLARGED SECTION DETAIL 3" = 1'-0"A5.2.04CENLARGED SECTION DETAIL 3" = 1'-0"A5.2.02EENLARGED SECTION DETAILNO. REASON DATE
LEVEL 1196' - 0"A3' - 11 3/8"FOB4' - 4"FOUNDATION DRAINAGE PIPING- SEE CIVIL DWG'S.04 20 00 - WEEP / CAVITY VENT04 20 00 - THRU-WALL FLASHING04 20 00 - CAVITY DRAINAGEMATERIAL04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)04 20 00 - GROUT CAVITY07 11 13 - BITUMINOUSDAMPPROOFING06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING07 21 00 - R-13.4 SPRAYEDINSULATION07 21 00 - R-10 2" RIGIDINSULATIONLEVEL 2214' - 0"A1/2"3' - 11 3/8"07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING03 45 00 - PRECASTARCHITECTURAL CONCRETE07 81 00 - APPLIEDFIREPROOFINGA04 20 00 - WEEP / CAVITY VENT04 20 00 - THRU-WALL FLASHING07 41 13.16 - HEAD WALLFLASHING04 20 00 - MODULAR BRICK04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)07 41 13.16 - STANDING-SEAMMETAL ROOF PANELS07 41 13.16 -HIGH-TEMPERATUREUNDERLAYMENT06 16 00 - PLYWOOD SHEATHING07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION03 45 00 - PRECAST HEADER07 81 00 - APPLIEDFIREPROOFING07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD03 45 00 - PRECASTARCHITECTURAL CONCRETELEVEL 1196' - 0"A04 20 00 - MASONRY-VENEERANCHORS03 45 00 - PRECASTARCHITECTURAL CONCRETEFOB2' - 0"FLOOR FINISH AND BASEAS SCHEDULED04 20 00 - CAVITY DRAINAGEMATERIAL04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)04 20 00 - THRU-WALL FLASHING04 20 00 - MODULAR BRICK04 20 00 - WEEP / CAVITY VENT03 30 00 - CIP FOOTING03 30 00 - CIP SLAB ON GRADE07 11 13 - BITUMINOUSDAMPPROOFINGFOUNDATION DRAINAGE PIPING- SEE CIVIL DWG'S.0"07 21 00 - R-10 2" RIGIDINSULATIONLEVEL 2214' - 0"A05 12 00 - STRUCTURAL STEELFRAMINGFOB2' - 0"04 20 00 - MODULAR BRICK07 21 00 - R-13.4 SPRAYEDINSULATION07 54 00 - GLASS-MAT COVERBOARD05 40 00 - 6" METAL STUDFRAMING06 16 00 - GLASS MAT GYPSUMSHEATHING04 20 00 - MASONRY-VENEERANCHORS07 81 00 - APPLIEDFIREPROOFING07 95 00 - FLOOR EXPANSIONJOINT COVER05 40 00 - 2 1/2" METAL STUDFRAMING09 29 00 - GYPSUM WALL BOARDA04 20 00 - MODULAR BRICK05 40 00 - 6" METAL STUDFRAMINGFOB2' - 0"06 16 00 - GLASS MAT GYPSUMSHEATHING07 21 00 - R-13.4 SPRAYEDINSULATION05 40 00 - 6" METAL STUDFRAMINGLEVEL 1196' - 0"AA5.2.36BFLOOR FINISH AND BASEAS SCHEDULEDFOG1' - 4"FOB2' - 4"07 21 00 - R-13.4 SPRAYEDINSULATION07 27 13 - SELF ADHERINGSHEET AIR BARRIER06 16 00 - GLASS MAT GYPSUMSHEATHING04 20 00 - CAVITY DRAINAGEMATERIAL04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)04 20 00 - MODULAR BRICK04 20 00 - WEEP / CAVITY VENT04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)FOUNDATION DRAINAGE PIPING- SEE CIVIL DWG'S.04 20 00 - GROUT CAVITY07 11 13 - BITUMINOUSDAMPPROOFING05 40 00 - 6" METAL STUDFRAMING09 29 00 - GYPSUM WALL BOARD04 20 00 - THRU-WALL FLASHING03 45 00 - PRECAST SILL08 44 13 - GLAZED ALUMINUMCURTAIN WALL07 62 00 - STAINLESS STEELFLASHING03 30 00 - CIP FOOTINGLEVEL 2214' - 0"AFOG1' - 4"08 44 13 - GLAZED ALUMINUMCURTAIN WALL08 41 13 - CLOSURE ANGLE07 84 43 - JOINT FIRESTOPPING07 81 00 - APPLIEDFIREPROOFING07 21 00 - MINERAL BOARDINSULATION08 44 13 - LATERAL ANCHOR08 44 13 - INSULATIONREINFORCEMENT ANGLE07 95 00 - FLOOR EXPANSIONJOINT COVER12 22 00 - ROLLER WINDOWSHADESAFOB2' - 0"A5.2.31BFOG1' - 4"04 20 00 - MODULAR BRICK07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING08 44 13 - GLAZED ALUMINUMCURTAIN WALL03 45 00 - PRECASTARCHITECTURAL CONCRETE07 27 13 - SELF ADHERINGSHEET AIR BARRIER07 21 00 - BATT INSULATIONLEVEL 2214' - 0"107 95 00 - FLOOR EXPANSIONJOINT COVER07 84 43 - JOINT FIRESTOPPING07 81 00 - APPLIEDFIREPROOFING08 44 13 - LATERAL ANCHOR07 21 00 - MINERAL BOARDINSULATION12 22 00 - ROLLER WINDOWSHADES08 44 13 - INSULATIONREINFORCEMENT ANGLE08 44 13 - GLAZED ALUMINUMCURTAIN WALL08 44 13 - MULLION EXTENSION09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A5.2.1SECTION DETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1 1/2" = 1'-0"A5.2.15ASECTION DETAIL 1 1/2" = 1'-0"A5.2.15CSECTION DETAIL 1 1/2" = 1'-0"A5.2.15ESECTION DETAIL 1 1/2" = 1'-0"A5.2.13ASECTION DETAIL 1 1/2" = 1'-0"A5.2.13CSECTION DETAIL 1 1/2" = 1'-0"A5.2.13ESECTION DETAIL 1 1/2" = 1'-0"A5.2.11ASECTION DETAIL 1 1/2" = 1'-0"A5.2.11CSECTION DETAIL 1 1/2" = 1'-0"A5.2.11ESECTION DETAIL 1" = 1'-0"A5.2.12CSECTION DETAILNO. REASON DATE
1FOB2' - 0"07 31 13 - ASPHALT SHINGLES06 16 00 - PLYWOOD SHEATHING05 40 00 - 6" METAL STUDFRAMING06 16 00 - GLASS MAT GYPSUMSHEATHING07 21 00 - R-13.4 SPRAYEDINSULATION04 20 00 - MASONRY-VENEERANCHORS04 20 00 - MODULAR BRICKLIGHT GAUGE STEEL TRUSS -SEE STRUCT. DWG'S.LEVEL 1196' - 0"AA07 21 00 - R-13.4 SPRAYEDINSULATION07 27 13 - SELF ADHERINGSHEET AIR BARRIER06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING04 20 00 - CAVITY DRAINAGEMATERIAL04 20 00 - MODULAR BRICK04 20 00 - WEEP / CAVITY VENT04 20 00 - THRU-WALL FLASHING04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)FOUNDATION DRAINAGE PIPING- SEE CIVIL DWG'S.07 11 13 - BITUMINOUSDAMPPROOFING03 45 00 - PRECAST SILL07 62 00 - STAINLESS STEELFLASHING08 44 13 - GLAZED ALUMINUMCURTAIN WALL03 30 00 - CIP SLAB ON GRADE03 30 00 - CIP FOOTINGUTOP OF STEEL.LOW231' - 2 1/2"FOB2' - 4"04 20 00 - MODULAR BRICK07 21 00 - R-13.4 SPRAYEDINSULATION07 54 00 - GLASS-MAT COVERBOARD05 40 00 - 6" METAL STUDFRAMING07 62 00 - STAINLESS STEELFLASHING04 20 00 - WEEP / CAVITY VENT07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD07 54 00 - TPO ROOFING03 45 00 - HIGH-DENSITYPLASTIC BEARING PAD03 45 00 - PRECAST COPING03 45 00 - WELDED PIN PLATE04 20 00 - MASONRY-VENEERANCHORS07 54 00 - GLASS-MAT COVERBOARD07 21 00 - BATT INSULATIONLEVEL 2214' - 0"AA08 41 13 - CLOSURE ANGLE07 81 00 - APPLIEDFIREPROOFING08 44 13 - LATERAL ANCHOR08 44 13 - GLAZED ALUMINUMCURTAIN WALLF.O.G.1' - 4"AATOP OF STEEL.LOW231' - 2 1/2"07 21 00 - MINERAL BOARDINSULATION08 44 13 - INSULATIONREINFORCEMENT ANGLE06 10 53 - BLOCKING AS REQ'D07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD07 27 13 - SELF ADHERINGSHEET AIR BARRIER07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING04 20 00 - THRU-WALL FLASHING04 20 00 - WEEP / CAVITY VENT04 20 00 - CAVITY DRAINAGEMATERIAL04 20 00 - MASONRY-VENEERANCHORS07 81 00 - APPLIEDFIREPROOFINGLEVEL 2214' - 0"AA07 81 00 - APPLIEDFIREPROOFING08 44 13 - LATERAL ANCHOR12 22 00 - ROLLER WINDOWSHADES07 84 43 - JOINT FIRESTOPPING08 41 13 - CLOSURE ANGLE07 21 00 - MINERAL BOARDINSULATION08 44 13 - GLAZED ALUMINUMCURTAIN WALLAATOP OF STEEL.LOW231' - 2 1/2"07 21 00 - R-13.4 SPRAYEDINSULATION05 40 00 - 6" METAL STUDFRAMING06 16 00 - GLASS MAT GYPSUMSHEATHING04 20 00 - WEEP / CAVITY VENT04 20 00 - THRU-WALL FLASHING04 20 00 - CAVITY DRAINAGEMATERIAL04 20 00 - MODULAR BRICK04 20 00 - MASONRY-VENEERANCHORS07 81 00 - APPLIEDFIREPROOFING03 45 00 - PRECAST HEADER07 21 00 - BATT INSULATIONLEVEL 2214' - 0"X.8X8"07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING08 44 13 - GLAZED ALUMINUMCURTAIN WALL07 84 43 - JOINT FIRESTOPPING07 81 00 - APPLIEDFIREPROOFING08 44 13 - LATERAL ANCHOR07 21 00 - MINERAL BOARDINSULATION08 44 13 - INSULATIONREINFORCEMENT ANGLE05 40 00 - 6" METAL STUDFRAMING07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 27 13 - SELF ADHERINGSHEET AIR BARRIER06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 3 5/8" METAL STUDFRAMING07 81 23 - INTUMESCENTFIREPROOFING03 45 00 - PRECASTARCHITECTURAL CONCRETE07 21 00 - BATT INSULATIONX.8XTOP OF STEEL. THEATER241' - 0"TOP OF STEEL THEATERLOW ROOF238' - 4"07 71 00 - ALUMINUM COPINGCAP W/ CONTINUOUS CLEAT06 10 53 - BLOCKING AS REQ'D07 27 13 - SELF ADHERINGSHEET AIR BARRIER06 16 00 - EXT. GRADE PLYWOOD07 54 00 - TPO ROOFING07 54 00 - GLASS-MAT COVERBOARD07 54 00 - R-30 MIN.BOARDINSULATION05 40 00 - 6" METAL STUDFRAMING06 16 00 - GLASS MAT GYPSUMSHEATHING07 21 00 - R-13.4 SPRAYEDINSULATION07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 62 00 - STAINLESS STEELFLASHINGMIN.8"07 71 00 - ALUMINUM COPINGCAP W/ CONTINUOUS CLEAT06 10 53 - BLOCKING AS REQ'D06 16 00 - EXT. GRADE PLYWOOD06 10 53 - BLOCKING AS REQ'D07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD05 40 00 - 6" METAL STUDFRAMING07 21 00 - MINERAL BOARDINSULATION07 81 00 - APPLIEDFIREPROOFING08 44 13 - LATERAL ANCHOR08 44 13 - INSULATIONREINFORCEMENT ANGLE08 44 13 - GLAZED ALUMINUMCURTAIN WALL07 54 00 - TPO ROOFING07 54 00 - GLASS-MAT COVERBOARD07 54 00 - R-30 MIN.TAPEREDBOARD INSULATIONROOF DRAIN - SEE PLUMBINGDWG'S.07 21 00 - BATT INSULATION07 21 00 - BATT INSULATION09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A5.2.2SECTION DETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1 1/2" = 1'-0"A5.2.24CSECTION DETAIL 1 1/2" = 1'-0"A5.2.21ASECTION DETAIL 1 1/2" = 1'-0"A5.2.24ESECTION DETAIL 1 1/2" = 1'-0"A5.2.22CSECTION DETAIL 1 1/2" = 1'-0"A5.2.22ESECTION DETAIL 1 1/2" = 1'-0"A5.2.21CSECTION DETAIL 1 1/2" = 1'-0"A5.2.21ESECTION DETAIL 1 1/2" = 1'-0"A5.2.25ASECTION DETAIL 1 1/2" = 1'-0"A5.2.25DSECTION DETAILNO. REASON DATE
08 44 13 - GLAZED ALUMINUMCURTAIN WALL06 10 53 - BLOCKING AS REQ'D07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD03 45 00 - PRECASTARCHITECTURAL CONCRETE04 20 00 - GROUT CAVITY07 21 00 - R-13.4 SPRAYEDINSULATION07 27 13 - SELF ADHERINGSHEET AIR BARRIER06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING08 44 13 - GLAZED ALUMINUMCURTAIN WALL06 10 53 - BLOCKING AS REQ'D07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD07 62 00 - STAINLESS STEELFLASHING03 45 00 - PRECAST SILL07 27 13 - SELF ADHERINGSHEET AIR BARRIER06 20 13 - WOOD TRIM06 10 53 - BLOCKING AS REQ'D07 21 00 - R-13.4 SPRAYEDINSULATION09 29 00 - GYPSUM WALL BOARD05 40 00 - 6" METAL STUDFRAMING06 16 00 - GLASS MAT GYPSUMSHEATHING07 21 00 - R-13.4 SPRAYEDINSULATION03 45 00 - WELDED PIN PLATELEVEL 1196' - 0"Z2' - 8"08 41 13 - STOREFRONT ENTRYDOOR03 30 00 - CIP SLAB ON GRADE08 11 13 - THRESHOLD07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD07 11 13 - BITUMINOUSDAMPPROOFING07 21 00 - R-10 2" RIGIDINSULATIONFOUNDATION DRAINAGE PIPING- SEE CIVIL DWG'S.03 30 00 - CIP FOOTINGLEVEL 2214' - 0"Z9' - 9 1/2"08 44 13 - GLAZED ALUMINUMCURTAIN WALL08 41 13 - CLOSURE ANGLE07 84 43 - JOINT FIRESTOPPING07 21 00 - MINERAL BOARDINSULATION08 44 13 - INSULATIONREINFORCEMENT ANGLE07 41 13.16 - STANDING-SEAMMETAL ROOF PANELS07 41 13.16 -HIGH-TEMPERATUREUNDERLAYMENT06 16 00 - PLYWOOD SHEATHING07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION07 54 00 - GLASS-MAT COVERBOARD07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING07 27 13 - SELF ADHERINGSHEET AIR BARRIER06 16 00 - GLASS MAT GYPSUMSHEATHING2' - 8"8"A5.2.04CSimA5.2.02ESim07 81 00 - APPLIEDFIREPROOFING08 44 13 - GLAZED ALUMINUMCURTAIN WALL07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL1/2" / 12"07 21 00 - BATT INSULATIONZTOP OF STEEL.HIGH233' - 10 1/2"03 45 00 - WELDED PIN PLATE07 62 00 - STAINLESS STEELFLASHING03 45 00 - HIGH-DENSITYPLASTIC BEARING PAD07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD04 20 00 - WEEP / CAVITY VENT04 20 00 - MODULAR BRICK07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING04 20 00 - MASONRY-VENEERANCHORS04 20 00 - THRU-WALL FLASHING04 20 00 - WEEP / CAVITY VENT08 44 13 - GLAZED ALUMINUMCURTAIN WALL04 20 00 - THRU-WALL FLASHING04 20 00 - WEEP / CAVITY VENT07 54 00 - TPO ROOFING07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION07 54 00 - GLASS-MAT COVERBOARD3' - 4"2' - 0"F.O.G.2' - 8"03 45 00 - PRECAST HEADER06 10 53 - BLOCKING AS REQ'D07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD07 27 13 - SELF ADHERINGSHEET AIR BARRIER07 81 00 - APPLIEDFIREPROOFING03 45 00 - PRECAST COPING03 45 00 - PRECAST COPING07 21 00 - BATT INSULATIONZTOP OF STEEL.HIGH233' - 10 1/2"03 45 00 - WELDED PIN PLATE06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING07 54 00 - TPO ROOFING07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION03 45 00 - HIGH-DENSITYPLASTIC BEARING PAD07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD04 20 00 - MODULAR BRICK04 20 00 - WEEP / CAVITY VENT07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION08 44 13 - INSULATIONREINFORCEMENT ANGLEF.O.B.2' - 0"4' - 8"F.O.G.4' - 0"07 21 00 - MINERAL BOARDINSULATION08 44 13 - GLAZED ALUMINUMCURTAIN WALL06 10 53 - BLOCKING AS REQ'D07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD06 16 00 - GLASS MAT GYPSUMSHEATHING07 81 00 - APPLIEDFIREPROOFING03 45 00 - PRECAST HEADER07 41 13.16 - STANDING-SEAMMETAL ROOF PANELS07 41 13.16 -HIGH-TEMPERATUREUNDERLAYMENT06 16 00 - PLYWOOD SHEATHING03 45 00 - PRECAST COPING07 62 00 - STAINLESS STEELFLASHING04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)1/2" / 12"07 21 00 - BATTINSULATIONLEVEL 2214' - 0"Z11' - 3"4' - 0"2' - 8"08 44 13 - GLAZED ALUMINUMCURTAIN WALL08 41 13 - CLOSURE ANGLE07 84 43 - JOINT FIRESTOPPING07 21 00 - MINERAL BOARDINSULATION08 44 13 - INSULATIONREINFORCEMENT ANGLE07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING07 41 13.16 - STANDING-SEAMMETAL ROOF PANELS07 41 13.16 -HIGH-TEMPERATUREUNDERLAYMENT06 16 00 - PLYWOOD SHEATHING07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 27 13 - SELF ADHERINGSHEET AIR BARRIER06 16 00 - GLASS MAT GYPSUMSHEATHINGA5.2.04CSimA5.2.02ESim07 81 00 - APPLIEDFIREPROOFING1/2" / 12"07 21 00 - BATT INSULATIONLEVEL 1196' - 0"MFOG2' - 8"08 44 13 - GLAZED ALUMINUMCURTAIN WALL06 10 53 - BLOCKING AS REQ'D07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD09 29 00 - GYPSUM WALL BOARD06 10 53 - BLOCKING AS REQ'D07 21 00 - R-13.4 SPRAYEDINSULATION03 30 00 - CIP SLAB ON GRADE07 11 13 - BITUMINOUSDAMPPROOFING07 21 00 - R-10 2" RIGIDINSULATION04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)04 20 00 - MODULAR BRICK04 20 00 - GROUT CAVITY04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)FOUNDATION DRAINAGE PIPING- SEE CIVIL DWG'S.03 30 00 - CIP FOOTINGMTOP OF STEEL.HIGH233' - 10 1/2"08 44 13 - GLAZED ALUMINUMCURTAIN WALL07 81 00 - APPLIEDFIREPROOFING06 10 53 - BLOCKING AS REQ'D07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD06 16 00 - GLASS MAT GYPSUMSHEATHING07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION04 20 00 - WEEP / CAVITY VENT04 20 00 - GROUT CAVITY04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)07 62 00 - STAINLESS STEELFLASHING04 20 00 - MODULAR BRICK03 45 00 - HIGH-DENSITYPLASTIC BEARING PADF.O.B.2' - 0"F.O.G.2' - 8"07 21 00 - MINERAL BOARDINSULATION08 44 13 - INSULATIONREINFORCEMENT ANGLE03 45 00 - PRECAST HEADER03 45 00 - PRECAST COPING07 41 13.16 - STANDING-SEAMMETAL ROOF PANELS1/2" / 12"07 21 00 - BATT INSULATION09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A5.2.3SECTION DETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 3" = 1'-0"A5.2.31BSECTION DETAIL - CURTAIN WALL HEAD AT PRECAST HEADER 3" = 1'-0"A5.2.36BENLARGED SECTION DETAIL 1 1/2" = 1'-0"A5.2.36CSECTION DETAIL 1 1/2" = 1'-0"A5.2.31ASECTION DETAIL 1 1/2" = 1'-0"A5.2.31CSECTION DETAIL 1 1/2" = 1'-0"A5.2.34CSECTION DETAIL 1 1/2" = 1'-0"A5.2.34ASECTION DETAIL 1 1/2" = 1'-0"A5.2.36ESECTION DETAIL 1 1/2" = 1'-0"A5.2.32CSECTION DETAILNO. REASON DATE
LEVEL 1196' - 0"LOADING DOCK BASE192' - 0"FF.52' - 8"4' - 0"03 30 00 - CIP WALL07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD03 30 00 - CIP SLAB ON GRADEFOUNDATION DRAINAGE PIPING- SEE CIVIL DWG'S.03 30 00 - CIP FOOTINGLEVEL 1196' - 0"08 33 23 - INSULATED COILINGDOOR04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)05 40 00 - 3 5/8" METAL STUDFRAMING08 33 23 - INSULATED COILINGDOOR07 21 00 - BATT INSULATIONLEVEL 1196' - 0"JJ04 20 00 - MODULAR BRICK07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING04 20 00 - CAVITY DRAINAGEMATERIAL04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)04 20 00 - WEEP / CAVITY VENT04 20 00 - THRU-WALL FLASHING04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)07 21 00 - R-10 2" RIGIDINSULATION07 11 13 - BITUMINOUSDAMPPROOFING03 30 00 - CIP WALL03 30 00 - CIP FOOTINGFOUNDATION DRAINAGE PIPING- SEE CIVIL DWG'S.03 30 00 - CIP SLAB ON GRADEVLOADING DOCK BASE192' - 0"05 40 00 - 3 5/8" METAL STUDFRAMING09 29 00 - GYPSUM WALL BOARD07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD03 30 00 - CIP FOOTINGFOUNDATION DRAINAGE PIPING- SEE CIVIL DWG'S.07 21 00 - BATT INSULATION03 30 00 - CIP SLAB ON GRADE04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)8"JJLOADING DOCK BASE192' - 0"08 11 13 - HM DOOR08 11 13 - THRESHOLD07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD03 30 00 - CIP SLAB ON GRADE03 30 00 - CIP SLAB ON GRADE07 21 00 - R-10 2" RIGIDINSULATION07 11 13 - BITUMINOUSDAMPPROOFINGFOUNDATION DRAINAGE PIPING- SEE CIVIL DWG'S.03 30 00 - CIP FOOTINGHH.5JJ2' - 0"04 20 00 - MODULAR BRICK04 20 00 - CAVITY DRAINAGEMATERIAL04 20 00 - THRU-WALL FLASHING04 20 00 - GROUT CAVITY07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING07 27 13 - SELF ADHERINGSHEET AIR BARRIER07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD07 21 00 - BATT INSULATION08 11 13 - HM FRAME08 11 13 - HM DOORLEVEL 2214' - 0"JJ08 44 13 - GLAZED ALUMINUMCURTAIN WALL07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD06 10 53 - BLOCKING AS REQ'D07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING09 29 00 - GYPSUM WALL BOARD04 20 00 - MODULAR BRICKF.O.G.1' - 4"F.O.B.2' - 0"03 45 00 - PRECAST SILL07 81 00 - APPLIEDFIREPROOFING07 62 00 - STAINLESS STEELFLASHING07 27 13 - SELF ADHERINGSHEET AIR BARRIERLEVEL 2214' - 0"04 20 00 - MODULAR BRICK07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING04 20 00 - CAVITY DRAINAGEMATERIAL04 20 00 - THRU-WALL FLASHING04 20 00 - WEEP / CAVITY VENT04 20 00 - GROUT CAVITY07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD?HH.507 81 00 - APPLIEDFIREPROOFING03 45 00 - PRECAST HEADERF.O.B.2' - 0"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A5.2.4SECTION DETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1 1/2" = 1'-0"A5.2.45ASECTION DETAIL 1 1/2" = 1'-0"A5.2.46DSECTION DETAIL 1 1/2" = 1'-0"A5.2.46ESECTION DETAIL 1 1/2" = 1'-0"A5.2.45DSECTION DETAIL 1 1/2" = 1'-0"A5.2.43ASECTION DETAIL 1 1/2" = 1'-0"A5.2.41ASECTION DETAIL 1 1/2" = 1'-0"A5.2.41BSECTION DETAIL 1 1/2" = 1'-0"A5.2.41DSECTION DETAIL 1 1/2" = 1'-0"A5.2.43DSECTION DETAILNO. REASON DATE
TOP OF STEEL.LOW231' - 2 1/2"07 71 00 - DOWNSPOUT07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 21 00 - R-13.4 SPRAYEDINSULATION07 42 13 - HORIZONTAL Z-GIRT06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING07 54 00 - TPO ROOFING07 54 00 - GLASS-MAT COVERBOARD07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION07 81 00 - APPLIEDFIREPROOFINGTOP OF STEEL. THEATER241' - 0"07 71 00 - ALUMINUM COPINGCAP W/ CONTINUOUS CLEAT06 10 53 - BLOCKING AS REQ'D07 27 13 - SELF ADHERINGSHEET AIR BARRIER06 16 00 - EXT. GRADE PLYWOOD07 54 00 - TPO ROOFING07 54 00 - GLASS-MAT COVERBOARD07 54 00 - R-30 MIN.BOARDINSULATION07 71 00 - DOWNSPOUT07 81 00 - APPLIEDFIREPROOFING05 40 00 - 6" METAL STUDFRAMING06 16 00 - GLASS MAT GYPSUMSHEATHING07 21 00 - R-13.4 SPRAYEDINSULATION06 10 53 - BLOCKING AS REQ'D06 16 00 - EXT. GRADE PLYWOODCCTOP OF STEEL.LOW231' - 2 1/2"07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 42 13 - HORIZONTAL Z-GIRT07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING07 54 00 - TPO ROOFING07 54 00 - GLASS-MAT COVERBOARD07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION07 81 00 - APPLIEDFIREPROOFINGCCTOP OF STEEL. THEATER241' - 0"07 71 00 - ALUMINUM COPINGCAP W/ CONTINUOUS CLEAT06 10 53 - BLOCKING AS REQ'D07 27 13 - SELF ADHERINGSHEET AIR BARRIER06 16 00 - EXT. GRADE PLYWOOD05 40 00 - 6" METAL STUDFRAMING07 54 00 - TPO ROOFING07 54 00 - GLASS-MAT COVERBOARD07 54 00 - R-30 MIN.BOARDINSULATION07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 42 13 - HORIZONTAL Z-GIRT07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING07 81 00 - APPLIEDFIREPROOFINGCTOP OF STEEL.LOW231' - 2 1/2"2' - 0"07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING07 54 00 - TPO ROOFING07 54 00 - GLASS-MAT COVERBOARD07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION07 81 00 - APPLIEDFIREPROOFINGC07 31 13 - ASPHALT SHINGLES06 16 00 - PLYWOOD SHEATHING07 31 13 - #30 ROOFING FELTLIGHT GAUGE STEEL TRUSS -SEE STRUCT. DWG'S.07 71 00 - ROOF EDGEFLASHINGS07 71 00 - GUTTER07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 21 00 - R-13.4 SPRAYEDINSULATION07 42 13 - HORIZONTAL Z-GIRT07 21 00 - R-13.4 SPRAYEDINSULATION05 40 00 - 6" METAL STUDFRAMINGSTEEL DECKING - SEE STRUCT.DWG'S.HHTOP OF STEEL.LOW231' - 2 1/2"07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 42 13 - HORIZONTAL Z-GIRT07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING07 54 00 - TPO ROOFING07 54 00 - GLASS-MAT COVERBOARD07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION07 81 00 - APPLIEDFIREPROOFING05 40 00 - 6" METAL STUDFRAMING09 29 00 - GYPSUM WALL BOARDHHPRIMARYROOF DRAIN12"1"STRAINER BASKETCOMPRESSION RINGSLOPE TPO ROOF MEMBRANE1" PER FT. AT PRIMARY ROOF DRAINEXTEND TPO ROOF MEMBRANEMIN. 1/2" PAST COMPRESSION RINGNOTE: FOLLOW ROOF MANUFACTURER'S RECOMMENDED DETAILSROOFDRAIN BYROOFERROOF DRAIN LEADER AND FINALCONNECTION BY PLUMBINGCONTRACTORTPO ROOF MEMBRANEMIN. R-30 POLYISO ROOFINSULATION, SLOPED 1/4"PER FT. MINMETAL ROOF DECKING, SEESTRUCT.NOTE: FOLLOW ROOFMANUFACTURER'S RECOMMENDEDDETAILSVENT PIPE OR SIMILARCONTINUOUS BEAD OFTPO SYSTEM SEALANTSTAINLESS STEELRING CLAMPTPO FLASHING8" MIN.09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A5.2.5SECTION DETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1 1/2" = 1'-0"A5.2.56ASECTION DETAIL 1 1/2" = 1'-0"A5.2.56DSECTION DETAIL 1 1/2" = 1'-0"A5.2.54BSECTION DETAIL 1 1/2" = 1'-0"A5.2.54DSECTION DETAIL 1 1/2" = 1'-0"A5.2.53BSECTION DETAIL 1 1/2" = 1'-0"A5.2.53DSECTION DETAIL 1 1/2" = 1'-0"A5.2.51BSECTION DETAIL 1 1/2" = 1'-0"A5.2.51DSECTION DETAILNO. REASON DATE 3" = 1'-0"A5.2.51ASECTION DETAIL AT ROOF DRAIN 3" = 1'-0"A5.2.53ASECTION DETAIL AT PIPE PENETRATION
XTOP OF STEEL.HIGH233' - 10 1/2"08 44 13 - GLAZED ALUMINUMCURTAIN WALL06 10 53 - BLOCKING AS REQ'D07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD07 62 00 - ALUMINUMCOUNTERFLASHING07 41 13.16 - HEAD WALLFLASHING07 27 13 - SELF ADHERINGSHEET AIR BARRIER09 29 00 - GYPSUM WALL BOARD05 40 00 - 6" METAL STUDFRAMING06 16 00 - GLASS MAT GYPSUMSHEATHING07 21 00 - R-13.4 SPRAYEDINSULATION07 54 00 - TPO ROOFING07 54 00 - GLASS-MAT COVERBOARD07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION07 81 00 - APPLIEDFIREPROOFINGX08 44 13 - GLAZED ALUMINUMCURTAIN WALL06 10 53 - BLOCKING AS REQ'D07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD07 62 00 - STAINLESS STEELFLASHING07 27 13 - SELF ADHERINGSHEET AIR BARRIER06 16 00 - GLASS MAT GYPSUMSHEATHING07 21 00 - R-13.4 SPRAYEDINSULATION07 42 13 - HORIZONTAL Z-GIRT07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL05 40 00 - 6" METAL STUDFRAMING09 29 00 - GYPSUM WALL BOARD06 18 00 - GLULED LAMINATEDCONSTRUCTION07 54 00 - TPO ROOFING07 54 00 - GLASS-MAT COVERBOARD07 54 00 - R-30 MIN.BOARDINSULATION06 10 53 - BLOCKING AS REQ'D06 10 53 - PRESSURE TREATEDWOOD BLOCKING AS REQ'DTOP OF STEEL.LOW231' - 2 1/2"07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING07 54 00 - TPO ROOFING07 54 00 - GLASS-MAT COVERBOARD07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION07 81 00 - APPLIEDFIREPROOFING07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING05 40 00 - 3 5/8" METAL STUDFRAMING06 16 00 - GLASS MAT GYPSUMSHEATHING07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 31 13 - ASPHALT SHINGLES07 31 13 - #30 ROOFING FELT06 16 00 - PLYWOOD SHEATHING07 71 00 - GUTTER07 71 00 - ROOF EDGEFLASHINGSLEVEL 2214' - 0"04 20 00 - MODULAR BRICK07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING04 20 00 - THRU-WALL FLASHING04 20 00 - WEEP / CAVITY VENT04 20 00 - GROUT CAVITY04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)07 54 00 - TPO ROOFING07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION07 81 00 - APPLIEDFIREPROOFINGTOP OF STEEL.LOW231' - 2 1/2"03 45 00 - PRECAST COPING03 45 00 - HIGH-DENSITYPLASTIC BEARING PAD07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD04 20 00 - WEEP / CAVITY VENT07 62 00 - STAINLESS STEELFLASHING03 45 00 - WELDED PIN PLATE07 54 00 - TPO ROOFING07 54 00 - GLASS-MAT COVERBOARD07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION06 16 00 - EXT. GRADE PLYWOOD07 81 00 - APPLIEDFIREPROOFING04 20 00 - MASONRY-VENEERANCHORS04 20 00 - MODULAR BRICK07 21 00 - R-13.4 SPRAYEDINSULATION07 54 00 - GLASS-MAT COVERBOARD05 40 00 - 6" METAL STUDFRAMINGE07 54 00 - TPO ROOFING07 54 00 - GLASS-MAT COVERBOARD07 71 00 - ALUMINUM COPINGCAP W/ CONTINUOUS CLEAT06 10 53 - BLOCKING AS REQ'D07 27 13 - SELF ADHERINGSHEET AIR BARRIER07 27 13 - SELF ADHERINGSHEET AIR BARRIER07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION06 16 00 - EXT. GRADE PLYWOOD07 81 00 - APPLIEDFIREPROOFING07 42 13 - METAL COMPOSITEMATERIAL WALL PANEL07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD07 62 00 - STAINLESS STEELFLASHING08 11 13 - HM FRAME08 11 13 - HM DOOR09 29 00 - GYPSUM WALL BOARDETOP OF STEEL.LOW231' - 2 1/2"08 11 13 - HM DOOR09 29 00 - GYPSUM WALL BOARD05 40 00 - 6" METAL STUDFRAMING06 16 00 - GLASS MAT GYPSUMSHEATHING07 21 00 - R-13.4 SPRAYEDINSULATION07 54 00 - TPO ROOFING07 54 00 - GLASS-MAT COVERBOARD07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION07 81 00 - APPLIEDFIREPROOFINGTOP OF STEEL.LOW231' - 2 1/2"07 54 00 - TPO ROOFING06 16 00 - EXT. GRADE PLYWOOD05 40 00 - 3 5/8" METAL STUDFRAMING07 54 00 - TPO ROOFING07 54 00 - GLASS-MAT COVERBOARD07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION07 54 00 - R-30 MIN.BOARDINSULATION06 16 00 - EXT. GRADE PLYWOOD09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A5.2.6SECTION DETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1 1/2" = 1'-0"A5.2.66BSECTION DETAIL 1 1/2" = 1'-0"A5.2.65DSECTION DETAIL 1 1/2" = 1'-0"A5.2.64ASECTION DETAIL 1 1/2" = 1'-0"A5.2.61CSECTION DETAIL 1 1/2" = 1'-0"A5.2.61ESECTION DETAIL 1 1/2" = 1'-0"A5.2.62ASECTION DETAIL 1 1/2" = 1'-0"A5.2.62CSECTION DETAIL 1 1/2" = 1'-0"A5.2.63ESECTION DETAIL 1 1/2" = 1'-0"A5.2.64CSECTION DETAILNO. REASON DATE 1 1/2" = 1'-0"A5.2.61ASECTION DETAIL
RLOADING DOCK BASE192' - 0"04 20 00 - CAVITY DRAINAGEMATERIAL04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)04 20 00 - WEEP / CAVITY VENT03 30 00 - CIP SLAB ON GRADE04 20 00 - MODULAR BRICK07 11 13 - BITUMINOUSDAMPPROOFING04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)03 30 00 - CIP WALLFOUNDATION DRAINAGE PIPING- SEE CIVIL DWG'S.03 30 00 - CIP FOOTING04 20 00 - THRU-WALL FLASHING04 20 00 - MODULAR BRICK04 20 00 - MASONRY-VENEERANCHORS07 21 00 - R-13.4 SPRAYEDINSULATION04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)R03 45 00 - PRECASTARCHITECTURAL CONCRETE04 20 00 - WEEP / CAVITY VENT04 20 00 - THRU-WALL FLASHING04 20 00 - CAVITY DRAINAGEMATERIAL04 20 00 - MODULAR BRICK04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)03 45 00 - PRECAST COPING04 20 00 - WEEP / CAVITY VENT07 62 00 - STAINLESS STEELFLASHINGLEVEL 2214' - 0"R04 20 00 - MODULAR BRICK04 20 00 - THRU-WALL FLASHING07 21 00 - R-13.4 SPRAYEDINSULATION04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)04 20 00 - MASONRY-VENEERANCHORS07 81 00 - APPLIEDFIREPROOFINGLEVEL 2214' - 0"E2' - 0"07 81 00 - APPLIEDFIREPROOFING04 20 00 - MASONRY-VENEERANCHORS07 21 00 - R-13.4 SPRAYEDINSULATION04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)04 20 00 - THRU-WALL FLASHING07 54 00 - TPO ROOFING07 54 00 - GLASS-MAT COVERBOARD07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION04 20 00 - MODULAR BRICKLEVEL 1196' - 0"ELOADING DOCK BASE192' - 0"2' - 0"04 20 00 - MODULAR BRICK07 21 00 - R-13.4 SPRAYEDINSULATION03 30 00 - CIP WALL04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)03 30 00 - CIP SLAB ON GRADE04 20 00 - CAVITY DRAINAGEMATERIAL04 20 00 - THRU-WALL FLASHING04 20 00 - WEEP / CAVITY VENT04 20 00 - GROUT CAVITY03 30 00 - CIP WALL04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)FOUNDATION DRAINAGE PIPING- SEE CIVIL DWG'S.03 30 00 - CIP FOOTING04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)TLOADING DOCK BASE192' - 0"04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)05 40 00 - 3 5/8" METAL STUDFRAMING09 29 00 - GYPSUM WALL BOARD03 30 00 - CIP SLAB ON GRADE07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD03 30 00 - CIP SLAB ON GRADE03 30 00 - CIP FOOTINGFOUNDATION DRAINAGE PIPING- SEE CIVIL DWG'S.07 11 13 - BITUMINOUSDAMPPROOFINGBase0"8"08 11 13 - HM DOOR08 11 13 - THRESHOLD07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD03 30 00 - CIP SLAB ON GRADE07 21 00 - R-13.4 SPRAYEDINSULATION07 11 13 - BITUMINOUSDAMPPROOFINGFOUNDATION DRAINAGE PIPING- SEE CIVIL DWG'S.03 30 00 - CIP FOOTING04 20 00 - MODULAR BRICK07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING04 20 00 - CAVITY DRAINAGEMATERIAL04 20 00 - THRU-WALL FLASHING04 20 00 - WEEP / CAVITY VENT04 20 00 - GROUT CAVITY07 27 13 - SELF ADHERINGSHEET AIR BARRIER07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD08 11 13 - HM FRAME08 11 13 - HM DOORLEVEL 2214' - 0"08 44 13 - GLAZED ALUMINUMCURTAIN WALL06 10 53 - BLOCKING AS REQ'D07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD07 81 00 - APPLIEDFIREPROOFINGLEVEL 1196' - 0"08 44 13 - GLAZED ALUMINUMCURTAIN WALL07 21 00 - R-13.4 SPRAYEDINSULATION06 16 00 - GLASS MAT GYPSUMSHEATHING05 40 00 - 6" METAL STUDFRAMING07 27 13 - SELF ADHERINGSHEET AIR BARRIER04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)04 20 00 - MODULAR BRICK07 11 13 - BITUMINOUSDAMPPROOFING04 20 00 - THRU-WALL FLASHING04 20 00 - WEEP / CAVITY VENT04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)FOUNDATION DRAINAGE PIPING- SEE CIVIL DWG'S.03 30 00 - CIP FOOTING03 45 00 - PRECAST SILL04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)04 20 00 - MODULAR BRICK04 20 00 - GROUT CAVITY04 20 00 - CAVITY DRAINAGEMATERIAL07 21 00 - R-10 2" RIGIDINSULATIONE03 45 00 - PRECAST COPING03 45 00 - WELDED PIN PLATE03 45 00 - HIGH-DENSITYPLASTIC BEARING PAD07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD04 20 00 - WEEP / CAVITY VENT07 62 00 - STAINLESS STEELFLASHING04 20 00 - MODULAR BRICK04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)F.O.B.2' - 0"TOP OF STEEL.LOW231' - 2 1/2"07 71 00 - ALUMINUM COPINGCAP W/ CONTINUOUS CLEAT06 10 53 - BLOCKING AS REQ'D07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD05 40 00 - 6" METAL STUDFRAMING06 16 00 - EXT. GRADE PLYWOOD07 54 00 - TPO ROOFING07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION07 54 00 - GLASS-MAT COVERBOARD07 84 43 - JOINT FIRESTOPPING07 81 00 - APPLIEDFIREPROOFING07 21 00 - MINERAL BOARDINSULATION08 44 13 - INSULATIONREINFORCEMENT ANGLE12 22 00 - ROLLER WINDOWSHADES08 44 13 - GLAZED ALUMINUMCURTAIN WALL09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A5.2.7SECTION DETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1 1/2" = 1'-0"A5.2.76ASECTION DETAIL 1 1/2" = 1'-0"A5.2.76ESECTION DETAIL 1 1/2" = 1'-0"A5.2.76CSECTION DETAIL 1 1/2" = 1'-0"A5.2.74DSECTION DETAIL 1 1/2" = 1'-0"A5.2.74ASECTION DETAIL 1" = 1'-0"A5.2.72ASECTION DETAIL 1 1/2" = 1'-0"A5.2.71ASECTION DETAIL 1 1/2" = 1'-0"A5.2.71BSECTION DETAIL 1 1/2" = 1'-0"A5.2.71DSECTION DETAIL 1 1/2" = 1'-0"A5.2.72CSECTION DETAIL 1 1/2" = 1'-0"A5.2.711SECTION DETAIL AT PARAPET AT COOLING TOWER AREA 1 1/2" = 1'-0"A5.2.71ESECTION DETAILNO. REASON DATE
LEVEL 1196' - 0"1103 45 00 - PRECASTARCHITECTURAL CONCRETE03 30 00 - CIP SLAB ON GRADE07 11 13 - BITUMINOUSDAMPPROOFING07 21 00 - R-10 2" RIGIDINSULATION04 20 00 - MODULAR BRICK03 30 00 - CIP WALL04 20 00 - CAVITY DRAINAGEMATERIAL04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)04 20 00 - THRU-WALL FLASHING04 20 00 - WEEP / CAVITY VENT04 20 00 - GROUT CAVITY04 20 00 - 8" CONCRETEMASONRY UNIT (CMU)FOUNDATION DRAINAGE PIPING- SEE CIVIL DWG'S.03 30 00 - CIP FOOTINGF.O.B.4' - 4"11TOP OF STEEL.LOW231' - 2 1/2"08 44 13 - GLAZED ALUMINUMCURTAIN WALL03 45 00 - PRECAST SILL03 45 00 - PRECASTARCHITECTURAL CONCRETE04 20 00 - MODULAR BRICK07 21 00 - R-13.4 SPRAYEDINSULATION07 27 13 - SELF ADHERINGSHEET AIR BARRIER05 40 00 - 6" METAL STUDFRAMING04 20 00 - MASONRY-VENEERANCHORS07 81 00 - APPLIEDFIREPROOFING04 20 00 - THRU-WALL FLASHING04 20 00 - WEEP / CAVITY VENT07 41 13.16 - HEAD WALLFLASHING04 20 00 - 4" CONCRETEMASONRY UNIT (CMU)07 41 13.16 - STANDING-SEAMMETAL ROOF PANELS07 41 13.16 -HIGH-TEMPERATUREUNDERLAYMENT06 16 00 - PLYWOOD SHEATHING07 54 00 - R-30 MIN.TAPEREDBOARD INSULATION03 45 00 - PRECAST HEADER07 81 00 - APPLIEDFIREPROOFING07 92 00 - JOINT SEALANTSYSTEM WITH BACKER ROD03 45 00 - PRECASTARCHITECTURAL CONCRETE4' - 1 1/2"F.O.G.1' - 4"F.O.B.2' - 0"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A5.2.8SECTION DETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1 1/2" = 1'-0"A5.2.85ASECTION DETAIL 1 1/2" = 1'-0"A5.2.85DSECTION DETAILNO. REASON DATE
MIN.6"RE: REFLECTED CEILING PLANCORNER BEAD, TYP.3 5/8" MTL STUD @ 16" O.C.BRACING AS REQ'DCEILING TILE5/8" GYP. BOARD3 5/8" MTL STUD FRAMINGATTACHED TO DECKABOVE @ 16" O.C.MTL BENT PLATESECURED TO MTL STUDSOLAR SHADECLOTH /ROLLER TUBE ASSEMBLYELECTRO/3 OR MECHO/5 STD BRACKETMETAL "J" BEADREMOVABLE CLOSUREPANEL (WHITE)EXTERIOR ALUMINUM WINDOW SYSTEMPOCKET INSTALLER NOTEPOCKET MUST BE INSTALLED LEVELAND PARALLEL TO WINDOW WALL.POCKET FASTENERS MUST NOTINTERFERE WITH BRACKET LOCATIONS.POCKET SIZE AND FINAL MODEL # MAYCHANGE DUE TO VARIOUS CEILINGHEIGHTS AND MATERIAL FINISHES.SINGLE CLOSURE MOUNT (WHITE)5"SCHEDULED CEILING5"MTL BENT PLATE SECURED TO EXTERIORMULLION, PAINT TO MATCH MULLIONSOLAR SHADECLOTH /ROLLER TUBE ASSEMBLYELECTRO/3 OR MECHO/5 STD BRACKETSNAPLOC FASCIAEXTERIOR ALUMINUM WINDOW SYSTEMPOCKET INSTALLER NOTEPOCKET MUST BE INSTALLED LEVELAND PARALLEL TO WINDOW WALL.POCKET FASTENERS MUST NOTINTERFERE WITH BRACKETLOCATIONS.POCKET SIZE AND FINAL MODEL #MAY CHANGE DUE TO VARIOUSCEILING HEIGHTS AND MATERIALFINISHES.SHADECLOTH4"3 7/8"MTL BENT PLATESECURED TO MTL STUDSOLAR SHADECLOTH /ROLLER TUBE ASSEMBLYMECHO/5 STD BRACKETREMOVABLE CLOSUREPANEL (WHITE)EXTERIOR ALUMINUM WINDOW SYSTEMPOCKET INSTALLER NOTEPOCKET MUST BE INSTALLED LEVELAND PARALLEL TO WINDOW WALL.POCKET FASTENERS MUST NOTINTERFERE WITH BRACKET LOCATIONS.POCKET SIZE AND FINAL MODEL # MAYCHANGE DUE TO VARIOUS CEILINGHEIGHTS AND MATERIAL FINISHES. CLOSURE MOUNT WITHTILE SUPPORT (WHITE)SCHEDULED ACT CEILING5"5"5"x5" MTL BENT PLATE SECUREDTO MTL STUD, PAINT WHITESOLAR SHADECLOTH /ROLLER TUBE ASSEMBLYMECHO/5 STD BRACKETEXTERIOR ALUMINUM WINDOW SYSTEMPOCKET INSTALLER NOTEPOCKET MUST BE INSTALLED LEVELAND PARALLEL TO WINDOW WALL.POCKET FASTENERS MUST NOTINTERFERE WITH BRACKET LOCATIONS.POCKET SIZE AND FINAL MODEL # MAYCHANGE DUE TO VARIOUS CEILINGHEIGHTS AND MATERIAL FINISHES. SNAPLOC FASCIA (WHITE)SCHEDULED ACT CEILING5"5"METAL PLATE SECURED TO BENT PLATE WITHCONCEALLED FASTERNERS, PAINT P-11' - 0"1/4"MTL BENT PLATESECURED TO MTL STUDSOLAR SHADECLOTH /ROLLER TUBE ASSEMBLYDOUBLESHADE #13 BRACKETMETAL "J" BEADREMOVABLE CLOSUREPANEL (WHITE)EXTERIOR ALUMINUM WINDOW SYSTEMPOCKET INSTALLER NOTEPOCKET MUST BE INSTALLED LEVELAND PARALLEL TO WINDOW WALL.POCKET FASTENERS MUST NOTINTERFERE WITH BRACKET LOCATIONS.POCKET SIZE AND FINAL MODEL # MAYCHANGE DUE TO VARIOUS CEILINGHEIGHTS AND MATERIAL FINISHES.SINGLE CLOSURE MOUNT (WHITE)6 1/2"SCHEDULED CEILING8"4 1/8"ROOM DARKENING SIDE CHANNELSOLAR SHADECLOTH /ROLLER TUBE ASSEMBLYREVERSE ROLLELECTRO/3 STD BRACKET TOP MOUNTSECURED TO EXTERIOR MULLIONSNAPLOC FASCIA(REVERSE ROLL)EXTERIOR ALUMINUM WINDOW SYSTEMPOCKET INSTALLER NOTEPOCKET MUST BE INSTALLED LEVELAND PARALLEL TO WINDOW WALL.POCKET FASTENERS MUST NOTINTERFERE WITH BRACKET LOCATIONS.POCKET SIZE AND FINAL MODEL # MAYCHANGE DUE TO VARIOUS CEILINGHEIGHTS AND MATERIAL FINISHES.SHADECLOTH3 1/8"SOLAR SHADECLOTH / ROLLERTUBE ASSEMBLYMECHO/5 STD BRACKET TOP MOUNTSECURED TO DECKSNAPLOC FASCIAEXTERIOR ALUMINUM WINDOW SYSTEMPOCKET INSTALLER NOTEPOCKET MUST BE INSTALLED LEVELAND PARALLEL TO WINDOW WALL.POCKET FASTENERS MUST NOTINTERFERE WITH BRACKET LOCATIONS.POCKET SIZE AND FINAL MODEL # MAYCHANGE DUE TO VARIOUS CEILINGHEIGHTS AND MATERIAL FINISHES.SHADECLOTHSTRUCTURAL DECKEXTERIOR GLAZINGACT CEILING AS SCHEDULEDNOTE: SUSPENDED CEILINGAND EXTERIOR MULLIONSHALL OVERLAP 1/8"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A5.3.1CEILING DETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1 1/2" = 1'-0"A5.3.15ETA - SOFFIT DETAIL 3" = 1'-0"A5.3.15ACEILING DETAIL - SUNSHADE IN GYP (WIN-2,WIN-3) 3" = 1'-0"A5.3.11ACEILING DETAIL - SUNSHADE MULLION MTD (WIN-2,WIN-3) 3" = 1'-0"A5.3.13ACEILING DETAIL - SUNSHADE IN ACT (WIN-2) 3" = 1'-0"A5.3.15CCEILING DETAIL - SUNSHADE IN ACT (WIN-2) WITH TRIM 3" = 1'-0"A5.3.13CCEILING DETAIL - SUNSHADE DOUBLE IN GYP (WIN-4) 3" = 1'-0"A5.3.11CCEILING DETAIL - SUNSHADE MULLION MTD UNDERSIDE 3" = 1'-0"A5.3.11ECEILING DETAIL - SUNSHADE MTD TO DECK 3" = 1'-0"A5.3.13ECEILING DETAIL - ACT AT EXTERIOR GLAZINGNO. REASON DATE
PROVIDE 5/8" GWB OVER3 5/8" METAL STUD AT16"OC MAX.SUSPENDED MTLCEILING SYSTEM,AS SCHEDULEDMETAL END CAP, AS PARTOF SYSTEM3/4" PREFINISHED WOODVENEER PANEL WITHCUSTOM GRAPHICS, SEESIGNAGE PACKAGE9"ALIGNCONTINUE STUD TO DECK, PAINT P-63-5/8" MTL. STUDS WITHDIAGONAL BRACING EVERY2'-0" O.C.ACT CEILING ASSCHEUDLED3"1/2"1/4" THICK ROLLED STEEL TRIMWITH EXPOSED BOLTFASTENERS, PAINTED P-61/4" THICK ROLLED STEEL TRIMBEYOND, FASTEN WITH STEELPLATE TO WALL UNDER SOFFIT6"1 5/8" MTL STUD2' - 8".1/2" THICK SHIPLAP WITH 1/16"REVEAL, WD-6 PAINTED P-11 3/4"2 1/2"1 3/4"PENDANT LIGHT FIXTURE, SEEELECTRICAL, MOUNT FIXTURETO MTL STUD IN CANTILEVERCEILING, RUN CONDUIT BACKBEHIND SOFFIT5/8" GWBCORNER BEAD6" MTL STUD WITH 5/8" GWBEXPOSED DECKSEE RCP1/2"3/4"PREFINISHED WOODVENEER PANEL ONBLOCKING3/4"RECESSED LIGHT,SEE ELECTRICAL8"6"4"6" MTL STUD WITHDIAGONAL CROSS BRACINGEVERY 2'-0" O.C.8"3-5/8" MTL. STUD WITHBLOCKING AS NEEDED5/8" GWBGLASS WALL SYSTEM WITHRECESSED TOP FRAMESEE RCPPROVIDE 3 5/8" MTL. STUDAT 4'-0" O.C. FOR LATERALBRACINGACT CEILINGAS SCHEDULEDVARIES3-5/8" MTL. STUD6"6"CORNER BEADPROVIDE 5/8" CEMENTBOARD OVER 6" METALSTUD AT 16"OC MAX.1/4" THICK ROLLED STEELPLATE SECURED WITHEXPOSED BOLTFASTENERS, PR-3PORCELAIN WALL TILE8"ALUMINUM REVEAL, PR-63/8"3/4"3/4"(2) LAYERS5/8" GWBWOOD VENEERPANELS'Z' CLIPS ONWOOD BLOCKING3/4" WOOD REVEAL,MATCH FACE OF PANEL6" METAL STUD1/2"3/4"PREFINISHED WOODVENEER PANEL ONBLOCKING3/4"RECESSED LIGHT,SEE ELECTRICAL8"1/2"3-5/8" MTL. STUDS WITHDIAGONAL BRACING EVERY2'-0" O.C.5/8" GWB1/4" THICK ROLLED STEEL TRIMWITH EXPOSED BOLTFASTENERS, PAINTED P-61/4" THICK ROLLED STEEL TRIMBEYOND8"3 5/8" MTL STUD1' - 8 1/2".WALL TILE AS SPECIFIED2 3/4"2 1/2"2 3/4"5/8" CEMENT BOARDINTERIOR FRAMELESSGLASS SYSTEMSEE RCP3-5/8" MTL. STUDS WITHDIAGONAL BRACING EVERY2'-0" O.C.3/4" PLYWOOD WITHMETAL LAMINATE1/4" THICK ROLLED STEEL TRIMWITH EXPOSED BOLTFASTENERS, PAINTED P-61/4" THICK ROLLED STEEL TRIMBEYOND3 5/8" MTL STUD5/8" GWB1' - 8 1/2".1/4"2 1/2"3"2 1/2"8"ALIGN WITH ADJ. WALLS2' - 8".5' - 8".1/2"1/2" REVEAL TO MATCHFACE OF PANEL3/4" PLYWOOD WITHMETAL LAMINATE1/4" THICK ROLLED STEEL TRIMWITH EXPOSED BOLTFASTENERS, PAINTED P-61/4" THICK ROLLED STEEL TRIMBEYOND3 5/8" MTL STUD1/4"2 1/2"3"2 1/2"8"1/2"1/2" REVEAL TO MATCHFACE OF PANELSUSPENSION STEM MOUNTEVERY 16" O.C., ANCHOREDTO STRUCTURE ABOVE2"2" OFF OF ADJ.WALL TYPICALINTERIOR GLAZINGPREFINISHED WOODVENEER PANEL ONBLOCKINGRECESSED LIGHT,SEE ELECTRICAL7 1/4"6" MTL STUD WITHDIAGONAL CROSS BRACINGEVERY 2'-0" O.C.3/4"1 1/4"1/2"3/4"5/8" GWB OVER 6" METALSTUD AT 16"OC MAX.1/4" THICK ROLLED STEELPLATE SECURED WITHEXPOSED FASTENERS, PR-38"ALUMINUM REVEAL, PR-63/8"1/4"6" MTL. STUDS WITH5/8" GWB6"ACT CEILING8"SEE RCP1/4" THICK ROLLED STEEL TRIMWITH EXPOSED FASTENERS1/4"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A5.3.2CEILING DETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1 1/2" = 1'-0"A5.3.21DCEILING DETAIL - METAL CEILING AT OASIS 3" = 1'-0"A5.3.23DCEILING DETAIL - ACT WITH METAL TRIM 3" = 1'-0"A5.3.25DCEILING DETAIL - GWB BULKHEAD 3" = 1'-0"A5.3.24ACEILING DETAIL - WOOD ENRY WITH OPERABLE PARTITION - THE OASIS 3" = 1'-0"A5.3.27DCEILING DETAIL - GWB PORTAL 1 1/2" = 1'-0"A5.3.27CCEILING DETAIL - METAL TRIM AT TILE 3" = 1'-0"A5.3.21CCEILING DETAIL - WOOD PANELS AT OPENING 3" = 1'-0"A5.3.27ACEILING DETAIL - WOOD CEILING AT MAIN RECEPTION 3" = 1'-0"A5.3.21FCEILING DETAIL - GWB WITH METAL TRIM AT PIZZA/GRILL 3" = 1'-0"A5.3.24FCEILING DETAIL - LAMINATE WITH METAL TRIM 3" = 1'-0"A5.3.27FCEILING DETAIL - LAMINATE WITH METAL TRIM SUSPENDED 3" = 1'-0"A5.3.21ACEILING DETAIL - WOOD ENRY PORTAL - STUDENT INVOLVMENT 1 1/2" = 1'-0"A5.3.25CCEILING DETAIL - GWB WITH METAL TRIM 3" = 1'-0"A5.3.23CCEILING DETAIL - ACT WITH SOFFIT AND METAL TRIMNO. REASON DATE
5/8" GWB, PAINTED P-6,OVER 3 5/8" METAL STUD1" METAL REVEAL, PAINTEDTO MATCH THE WALLMETAL TRIM BY CEILINGMANUFACTURERMETAL CEILING SYSTEM,PROVIDE COMPLETE SYSTEM8 1/4"1"1' - 0"3 1/2"SCHEDULED PARTITIONMETAL CEILING SYSTEM,PROVIDE COMPLETE SYSTEMMETAL TRIM SECURED TOWALL, AS PART OF CLGSYSTEM2' - 9".COPPER CONDUIT,SURFACE MTDPENDANT LIGHT,SEE ELECTRICALSTAINLESS STEEL HOOD,SEE MECHANICALMETAL CEILING SYSTEM,PROVIDE COMPLETE SYSTEMMETAL TRIM SECURED TOWALL, AS PART OF CLGSYSTEMSCHEDULED PARTITIONMETAL CEILING SYSTEM,PROVIDE COMPLETE SYSTEMMETAL TRIM SECURED TOWALL, AS PART OF CLGSYSTEM3 5/8" MTL STUD,PAINTED P-6EXPOSED DECK3 5/8" MTL STUD CROSSBRACE EVERY 4'-0"O.C., PAINTED P-6ACOUSTICAL BAFFLE ORLINEAR LIGHT SURFACEMTD TO STUD FRAMEWORK4' - 0" O.C.3-5/8" MTL. STUDSWITH 5/8" GWB6"SEE RCPACT CEILINGACT CEILING ASSCHEDULEDMETAL TRIM BY CEILINGMANUFACTURERMETAL CEILINGSYSTEM, PROVIDECOMPLETE SYSTEM3"4"3-5/8" MTL. STUDSWITH 5/8" GWB6"4 7/8"ACT CEILINGSTAINLESS STEEL HOOD,SEE MECHANICALACT CEILINGACOUSTIC CEILING3 5/8" METAL STUDWITH 5/8" GWBMETAL CEILING SYSTEMSEE RCPACOUSTIC CEILING3 5/8" METAL STUDWITH 5/8" GWBMETAL CEILINGSYSTEMSEE RCPSEE RCPPREFINISHED WOODVENEER PANEL ONBLOCKINGRECESSED LIGHT,SEE ELECTRICAL6" MTL STUD WITHDIAGONAL CROSSBRACING EVERY2'-0" O.C.1/2"3/4"8"PREFINISHED WOODVENEER PANEL ONBLOCKING3/4" PLYWOOD BOXWITH BLOCKING ASNEEDED(1) LAYER 5/8" GWBWOOD VENEERPANEL ON BLOCKING3 5/8"5/8"3/4"1/2"3/4"WOOD REVEAL TOMATCH FACE OF PANEL6" MTL. STUDS WITH5/8" GWB6"ACT CEILINGSEE RCP09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A5.3.3CEILING DETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1 1/2" = 1'-0"A5.3.31ACEILING DETAIL - METAL CEILING 12" 1 1/2" = 1'-0"A5.3.31CCEILING DETAIL - METAL CEILING 8" WITH CONDUIT PENDANT 1 1/2" = 1'-0"A5.3.34ACEILING DETAIL - METAL CEILING 12" AT HOOD 1 1/2" = 1'-0"A5.3.32ACEILING DETAIL - METAL CEILING 12" AT WALL 3" = 1'-0"A5.3.33CCEILING DETAIL - STUD FRAMEWORK AT BAFFLES 3" = 1'-0"A5.3.31DCEILING DETAIL - ACT TO GWB AT CORRIDOR 1 1/2" = 1'-0"A5.3.35ACEILING DETAIL - METAL CEILING TO ACT 3" = 1'-0"A5.3.33DCEILING DETAIL - ACT WITH GWB TRANS. 3" = 1'-0"A5.3.37ACEILING DETAIL - ACT AT HOOD 3" = 1'-0"A5.3.35CCEILING DETAIL - METAL CLG TO ACT 2 3" = 1'-0"A5.3.37CCEILING DETAIL - METAL CLG TO ACT AT GLOBAL 3" = 1'-0"A5.3.35DCEILING DETAIL - WOOD ENRY AT B&N 3" = 1'-0"A5.3.37DDETAIL - WOOD PORTAL AT CINEMA ENTRY 3" = 1'-0"A5.3.31ECEILING DETAIL - ACT TO GYP SOFFITNO. REASON DATE
UPDNUPUPFDUPWSDNAL7BA2.1.91A4A6.0.3STAIR7' - 2"A.5A5.1.41CA5.1.232A5.1.233A5.1.43AA5.1.41AS1A6.0.3CL OFEQHANDRAILEQ11"
1' - 11"
1' - 11"EXTEND HANDRAIL FORA DISTANCE OF ONETREAD DEPTH PLUS 12"AT THE BASE OF STAIRS TYP.0G6.1A S0G6.1A S0G6.1A0G6.1AAL7BA2.1.91A4A6.0.39' - 10"14 TREADS EQ. SPACED 11"12' - 10"15 TREADS EQ. SPAC ED 11"13' - 9"STAIR7' - 2"STAIR7' - 2"10.00°CONNECTION,SEE STRUCTURALCONNECTION,SEE STRUCTURALA5.1.84A5.1.236A5.1.83SCL OFEQHANDRAILEQCL OFEQHANDRAILEQ1A6.0.31' - 0"11"1' - 0"1' - 0"0G6.1A S0G6.1A S0G6.1A S0G6.1A SE2A6.0.41A6.0.41G6.2A S0"-6' - 0"12C.9STAIR6' - 0"8"STAIR6' - 0"CLEAR12' - 8 1/8"1' - 4 5/8"DN14 TREADS @ 11" EACH12' - 10"8' - 6"LANDING9' - 3 1/4"10 TREADS @ 11" EACH9' - 2"12' - 2 3/4"A6.0.4542" HIGH STEELGUARDRAIL (MATCHSTAIR GUARDRAIL)CLEAR30' - 8"8 3/4"A5.1.31A9' - 3 1/4"1G6.2A S2G6.4A S1' - 0"1' - 11"1' - 11"EXTEND HANDRAIL FORA DISTANCE OF ONETREAD DEPTH PLUS 12"AT THE BASE OF STAIRS TYP.E2A6.0.41A6.0.41G6.2A S1G6.2A SCLEAR30' - 8"CLEAR12' - 8 1/8"1' - 4 5/8"12C.9LANDING6' - 0"8"STAIR6' - 0"7' - 5 1/4"16 TREADS @ 11" EACH14' - 8"7' - 10"8 3/4"DNA5.1.81DIAGONAL BRACING, SEE STRUCTURAL2G6.4A SCLEAR6' - 8"1' - 4"2' - 0"1' - 4 5/8"1' - 0"6"18' - 0"JJ3A6.0.44A6.0.41' - 10 3/4"CLEAR28' - 0"8 3/4"CLEAR12' - 8"1G6.2A S1G6.2A SW.5Y8' - 5"15 TREADS @ 11" EACH13' - 9"5' - 10"1' - 10 3/4"0G6.1AA5.1.11EA5.1.13ESTAIR6' - 0"1' - 11"1' - 11"EXTEND HANDRAIL FORA DISTANCE OF ONETREAD DEPTH PLUS 12"AT THE BASE OF STAIRS TYP.JJ3A6.0.44A6.0.41G6.2A S1G6.2A S6' - 9"14 TREADS @ 11" EACH12' - 10"8' - 5"15 TREADS @ 11" EACH13' - 9"5' - 10"STAIR6' - 0"8"STAIR6' - 0"1' - 10 3/4"CLEAR28' - 0"8 3/4"CLEAR12' - 8"W.5YA6.0.46DNDNA5.1.71EA5.1.73EE1AA3.2.82A6.0.41A6.0.412C.96DA3.2.10STAIR6' - 0"8"STAIR6' - 0"35' - 5 1/4"1' - 11"1' - 0"1' - 4 5/8"6' - 5"1' - 10 3/4"1' - 4"1' - 0"0G6.1A0G6.1A0G6.1A0G6.1A0G6.5A0G6.5A1' - 0"LANDING6' - 6 1/4"12' - 10"LANDING11' - 3 3/4"CLEAR30' - 8"1' - 4 5/8"CLEAR12' - 8 1/8"7' - 5 1/4"13 TREADS @ 11" EACH11' - 11"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A6.0.1VERTICALCIRCULATIONCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A6.0.11ASTAIR 1 - LEVEL 1 1/4" = 1'-0"A6.0.11CSTAIR 1 - LEVEL 2 1/4" = 1'-0"A6.0.14ASTAIR 2 - LEVEL 1 1/4" = 1'-0"A6.0.14CSTAIR 2 - LEVEL 2 1/4" = 1'-0"A6.0.16ASTAIR 3 - LEVEL 1 1/4" = 1'-0"A6.0.16CSTAIR 3 - LEVEL 2 1/4" = 1'-0"A6.0.14ESTAIR 2 - ROOF ACCESSNO. REASON DATE
UPWSUPAA1.2U1AA6.0.51AA3.2.33AA6.0.51' - 7"12' - 8"5"1G6.21G6.2A S1S6.1A2AA3.2.3V.2A5.1.63AA5.1.61AA5.1.61CSTAIRS6' - 0"1' - 11"1' - 11"EXTEND HANDRAIL FORA DISTANCE OF ONETREAD DEPTH PLUS 12"AT THE BASE OF STAIRS TYP.CLEAR28' - 4"1' - 7"CLEAR12' - 8"5"8"4"1' - 8"AA1.2U1AA6.0.53AA6.0.51G6.21G6.2A S1S6.1A2AA3.2.3V.2DNA8.2.82A5.1.93AA5.1.91AA5.1.91C8"1' - 8"4"CLEAR28' - 4"STAIRS6' - 0"8"STAIRS6' - 0"6' - 11"14 TREADS @ 11" EACH12' - 10"7' - 10 1/4"8 3/4"LANDING6' - 0"15 TREADS @ 11" EACH13' - 9"LANDING8' - 7"5"CLEAR12' - 8"1' - 7"1' - 0"W6AA6.0.54AA6.0.515 TREADS EQ. SPACED 11"13' - 9"15 TREADS EQ. SPACED 11"13' - 9"2"6' - 3"2"A8.2.41D21' - 4"14' - 6 1/4"MYY3DA6.0.51DA6.0.50G6.5A SMYY3DA6.0.51DA6.0.56' - 5"14 TREAD @ 11" EACH12' - 10"4' - 4"8"4' - 4"5' - 6"15 TREADS @ 11" EACH13' - 9"0G6.5A S0G6.1A S09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A6.0.2VERTICALCIRCULATIONCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A6.0.21ASTAIR 4 - LEVEL 1 1/4" = 1'-0"A6.0.21CSTAIR 4 - LEVEL 2 1/4" = 1'-0"A6.0.24AGRAND STAIR 1/4" = 1'-0"A6.0.25AFITNESS STAIR - LEVEL 1 1/4" = 1'-0"A6.0.25CFITNESS STAIR - LEVEL 2NO. REASON DATE
LEVEL 1196' - 0"LEVEL 2214' - 0"TOP OF STEEL.LOW231' - 2 1/2"TOP OF STEEL.HIGH233' - 10 1/2"TOWER TOP OFSTEEL.HIGH263' - 4"TOWER TOP OFSTEEL.LOW251' - 4"1A6.0.3LEVEL 1196' - 0"LEVEL 2214' - 0"ABLOADING DOCK BASE192' - 0"ABTOP OF STEEL.LOW231' - 2 1/2"A.5TOP OF STEEL.HIGH233' - 10 1/2"TOWER TOP OFSTEEL.HIGH263' - 4"TOWER TOP OFSTEEL.LOW251' - 4"3AA5.1.41AA5.1.43A5.1.809/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A6.0.3VERTICALCIRCULATIONCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A6.0.34SECTION 2 - STAIR 1NO. REASON DATE 1/4" = 1'-0"A6.0.31SECTION - STAIR 1
LEVEL 1196' - 0"LEVEL 2214' - 0"E2A6.0.4TOP OF STEEL.LOW231' - 2 1/2"TOP OF STEEL.HIGH233' - 10 1/2"C.942" HIGH STEELGUARDRAILLEVEL 1196' - 0"LEVEL 2214' - 0"1A6.0.4TOP OF STEEL.LOW231' - 2 1/2"TOP OF STEEL.HIGH233' - 10 1/2"1216 EQ. RISERS9' - 3 1/2"15 EQ. RISERS8' - 8 1/2"11 EQ. RISERS6' - 0"42" HIGH STEELGUARDRAIL (MATCHSTAIR GUARDRAIL)CONTINUOUS STAINLESSSTEEL HANDRAIL42" HIGH STEEL GUARDRAIL(MATCH STAIR GUARDRAIL)CONTINUOUS STAINLESSSTEEL HANDRAIL14 EQ. RISERS7' - 7 1/2"18 EQ. RISERS9' - 9 3/4"STRUCTURAL STEEL BEAMWITH INTUMESCENT PAINT1/2" X 3" X 3 1/2" STEELPLATE WITH 2 1/2" CLEVIS3/4" THREADED ROD1/2" X 6" X 11 1/2"STEEL PLATE WITH2 1/2" CLEVISLEVEL 1196' - 0"LEVEL 2214' - 0"LOADING DOCK BASE192' - 0"4A6.0.4TOP OF STEEL.LOW231' - 2 1/2"TOP OF STEEL.HIGH233' - 10 1/2"YA6.0.47A6.0.483/4" x 2" BAR STOCKPOSTS AND TOP RAIL(PAINTED) CENTERED ONSTRINGER ABOVE3/8" DIA. STEEL ROD(PAINTED)3' - 3 1/4"3' - 3 1/4"3' - 1 3/4"1/2"2"2' - 10"12' - 10"13' - 9"6 1/2"15 EQ. RISERS8' - 8 1/2"16 EQ. RISERS9' - 3 1/2"LEVEL 1196' - 0"LEVEL 2214' - 0"JJLOADING DOCK BASE192' - 0"3A6.0.4TOP OF STEEL.LOW231' - 2 1/2"TOP OF STEEL.HIGH233' - 10 1/2"42" HIGH STEELGUARDRAILSTEEL PAN & RISER WITHCONCRETE TREAD1 1/2" DIA. STAINLESSSTEEL HANDRAILBEYOND1 1/2" DIA. STAINLESSSTEEL HANDRAIL2" X 3/4" STEEL BARSTOCK POSTS AND TOPRAIL, PAINTED3/8" DIA. SOLID STEELRODS 4" O.C. MAX,PAINTED3/8" R. STEEL NOSINGCONCRETE SLAB OVERMETAL DECKING, SEESTRUCTURAL1 1/2" DIA. STAINLESSSTEEL HANDRAILBEYOND1 1/2" DIA. STAINLESSSTEEL HANDRAIL2" X 3/4" STEEL BARSTOCK POSTS AND TOPRAIL, PAINTED3/8" DIA. SOLID STEELRODS 4" O.C. MAX,PAINTEDTUBE 12 X 2 STRINGER(PAINTED)C6 X 8.2 CHANNEL BY STAIRCONTRACTOREND PLATE ON STRINGERSecond Floor18' - 0"1 1/2" DIA. STAINLESSSTEEL HANDRAIL2" X 3/4" STEEL BAR STOCKTOP RAIL (PAINTED)TUBE 12 X 2 STRINGER(PAINTED)2" X 3/4" STEEL BAR STOCKPOSTS (PAINTED)3/8" DIA. SOLID STEEL RODS(PAINTED)1 1/2"1 1/2"2"8"2"1 1/2"1 1/2"42" HIGH STEELGUARDRAIL (MATCHSTAIR GUARDRAIL)11 EQ. RISERS6' - 0"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A6.0.4VERTICALCIRCULATIONCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A6.0.41SECTION 2 - STAIR 2 1/4" = 1'-0"A6.0.42SECTION - STAIR 2 1/4" = 1'-0"A6.0.43SECTION - STAIR 3 1/4" = 1'-0"A6.0.44SECTION 2 - STAIR 3 3/4" = 1'-0"A6.0.47RAILING DETAIL - AT LANDING 3/4" = 1'-0"A6.0.48RAILING DETAIL - AT TOP LANDING 1 1/2" = 1'-0"A6.0.46RAILING DETAIL - AT LANDINGS 1/4" = 1'-0"A6.0.45ELEVATION - STAIR 2NO. REASON DATE
LEVEL 1196' - 0"LEVEL 2214' - 0"AA3AA6.0.5TOP OF STEEL.LOW231' - 2 1/2"TOP OF STEEL.HIGH233' - 10 1/2"3' - 3 1/4"3' - 3 1/4"3' - 1 3/4"1/2"2"2' - 10"6 1/2"42" HIGH STEELGUARDRAIL (MATCHSTAIR GUARDRAIL)LEVEL 1196' - 0"LEVEL 2214' - 0"1AA6.0.5TOP OF STEEL.LOW231' - 2 1/2"TOP OF STEEL.HIGH233' - 10 1/2"42" HIGH STEELGUARDRAILLEVEL 1196' - 0"LEVEL 2214' - 0"4AA6.0.5LEVEL 1196' - 0"LEVEL 2214' - 0"W6AA6.0.5LEVEL 1196' - 0"LEVEL 2214' - 0"YYTOP OF STEEL.LOW231' - 2 1/2"42" HIGH STEEL GUARDRAIL(MATCH STAIR GUARDRAIL)CONTINUOUS STAINLESSSTEEL HANDRAILSTRUCTURAL STEEL BEAMWITH INTUMESCENT PAINT1/2" X 3" X 3 1/2" STEELPLATE WITH 2 1/2" CLEVIS3/4" THREADED ROD1/2" X 6" X 11 1/2"STEEL PLATE WITH2 1/2" CLEVISLEVEL 1196' - 0"LEVEL 2214' - 0"MTOP OF STEEL.LOW231' - 2 1/2"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A6.0.5VERTICALCIRCULATIONCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A6.0.51ASECTION - STAIR 4 1/4" = 1'-0"A6.0.53ASECTION 2 - STAIR 4 1/4" = 1'-0"A6.0.56ASECTION 2 - GRAND STAIR 1/4" = 1'-0"A6.0.54ASECTION - GRAND STAIR 1/4" = 1'-0"A6.0.51DSECTION 1 - FITNESS STAIR 1/4" = 1'-0"A6.0.53DSECTION 2 - FITNESS STAIRNO. REASON DATE
6W3AA6.0.610 1/2"3' - 2 1/8"CLEAR3' - 6"5' - 2"CLEAR3' - 6"3' - 2 1/8"1M8._A S0F1.1B1M8._A S0F1.1B0F1.1B1M8._A S1M8._A S0F1.1B8' - 4"4"8' - 4"1' - 7 5/8"OVERALL CLEAR17' - 0"CLEAR6' - 11"1' - 3 5/8"A6.0.63F6W3AA6.0.68' - 4"4"8' - 4"CLEAR6' - 11"1' - 3 5/8"10 1/2"3' - 2 1/8"CLEAR3' - 6"5' - 2"CLEAR3' - 6"3' - 2 1/8"1M8._A S1M8._A S0F1.1B0F1.1B1M8._A S0F1.1B1M8._A S1' - 7 5/8"OVERALL CLEAR17' - 0"7AA6.0.6CLEAR4' - 0"1M8._A S1M8._A S1M8._A S1M8._A SCLEAR10' - 9 1/4"7AA6.0.61M8._A S1M8._A S1M8._A S1M8._A SCLEAR4' - 0"CLEAR10' - 9 1/4"CLEAR4' - 0"LEVEL 1196' - 0"LEVEL 2214' - 0"6TOP OF STEEL.LOW231' - 2 1/2"3' - 4 1/4"13' - 10 1/4"18' - 0"PIT DEPTH4' - 0"VERIFY WITH ELEV. MFR.12' - 8" (MINIMUM CLEARANCE)TOP OF STEEL.HIGH233' - 10 1/2"PIT DEPTH4' - 0"PROVIDE PIT LADDERPER ELEVATORREQUIREMENTSA6.0.67EA6.0.65EA6.0.65FLEVEL 1196' - 0"LEVEL 2214' - 0"TOP OF STEEL.LOW231' - 2 1/2"3' - 4 1/4"13' - 10 1/4"18' - 0"PIT DEPTH4' - 0"TOP OF STEEL.HIGH233' - 10 1/2"PROVIDE PIT LADDERPER ELEVATORREQUIREMENTSVERIFY WITH ELEV. MFR.12' - 8" (MINIMUM CLEARANCE)6W3AA6.0.6PROVIDE PIT LADDER PERELEVATOR REQUIREMENTSSUMP PIT WITH SUMPPUMP, SEE DETAILSLOPETO DRAINNOTE: COORDINATESLOPE AT BOTTOM OFPIT WITH ELEVATORMANUFACTURERREQUIREMENTS1' - 7 5/8"CLEAR HOISTWAY17' - 0"CLEAR HOISTWAY6' - 11"1' - 3 5/8"7AA6.0.6PROVIDE PIT LADDER PERELEVATOR REQUIREMENTSSUMP PIT WITH SUMPPUMP, SEE DETAILNOTE: COORDINATESLOPE AT BOTTOM OFPIT WITH ELEVATORMANUFACTURERREQUIREMENTSCLEAR HOISTWAY10' - 9 1/4"CLEAR HOISTWAY7' - 4"SLOPETO DRAINNOTE:COORDINATE SUMP PIT WITH ELEVATORMFR. AND STRUCTURAL ENGINEERSUMP PUMP DISCHARGE,COORDINATE WITH ELEVATORMANUFACTURER ANDPLUMBING DRAWINGSWATER SEAL PIPE PENETRATIONS3/16" PERFORATED STEEL GRATEHOT DIPPED GALVANIZEDSUPPORT ANGLE, EXPANSIONBOLT TO WALL. POSITION ASREQUIRED TO PROVIDEGRATE FLUSH WITH PIT.SUMP PUMP - SEE PLUMBING DWGS.COORDINATE LOCATION OF SUMPPUMP WITH ELEVATOR CONTRACTORVAPOR BARRIERSTONE BASE24" X 24" X 24" DEEP SUMP PITCOORDINATE WITH ELEVATOR MFR.AND STRUCTURAL ENGINEERBELOW GRADE WATERPROOFINGREINFORCED CONCWALL & FOOTING SLAB,SEE STRUCTURALFASCIA, BY ELEVATORCONTRACTORSILL SUPPORT ANGLE, BYELEVATOR CONTRACTORALUMINUM SILL, BYELEVATOR CONTRACTORELEVATOR DOORLINE OF CARCONCRETESLAB, SEESTRUCTURALFLOOR FINISH ASSCHEDULEDFOUNDATION DRAIN,TIE INTO CIVIL STORMDRAIN SYSTEM PERCIVIL DRAWINGSWATERPROOFINGWITH DRAINAGE MATWRAP DRAINAGESTONE WITHFILTER FABRICFASCIA, BY ELEVATORCONTRACTORSILL SUPPORT ANGLE, BYELEVATOR CONTRACTORALUMINUM SILL, BYELEVATOR CONTRACTORELEVATOR DOORLINE OF CARFLOOR FINISH ASSCHEDULEDFLOOR SLAB ANDSTEEL BEAM, SEESTRUCTURALDRWINGSHANGER COVERELEVATOR DOORSLINE OF CARFASCIAMASONRY WALLAS SCHEDULEDCMU BOND BEAM,SEE STRUCTURAL WALL FINISH ASSCHEDULEDELEVATOR DOORLINE OF CARMASONRY WALL ASSCHEDULEDSILL BELOWWALL FINISH ASSCHEDULED09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A6.0.6VERTICALCIRCULATIONCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A6.0.61AELEVATORS 1 AND 2 - LEVEL 1 1/4" = 1'-0"A6.0.61CELEVATORS 1 AND 2 - LEVEL 2 1/4" = 1'-0"A6.0.65AELEVATOR 3 (SERVICE ELEVATOR) - LEVEL 1 1/4" = 1'-0"A6.0.65BELEVATOR 3 (SERVICE ELEVATOR) - LEVEL 2 1/4" = 1'-0"A6.0.63ASECTION - ELEVATORS 1 AND 2 1/4" = 1'-0"A6.0.67ASECTION - ELEVATOR 3 (SERVICE ELEVATOR) 1/4" = 1'-0"A6.0.61EELEVATORS 1 AND 2 - PIT PLAN 1/4" = 1'-0"A6.0.65CELEVATOR 3 (SERVICE ELEVATOR) - PIT PLAN 3/4" = 1'-0"A6.0.63EDETAIL @ ELEVATOR SUMP PIT 1" = 1'-0"A6.0.67EELEVATOR DETAIL - PIT 1" = 1'-0"A6.0.65EELEVATOR DETAIL - SILL 1" = 1'-0"A6.0.65FELEVATOR DETAIL - HEAD 1" = 1'-0"A6.0.63FELEVATOR DETAIL - JAMBNO. REASON DATE
SCHEDULED CARPET TILESCHEDULED VINYL PLANKFLOORRUBBER TRANSITION TOMATCH LVTSCHEDULED TILESCHEDULEDCARPET TILEALUMINUM DIVIDER STRIPWITH ANCHORING LEG,DARK BRONZESCHEDULED CARPET TILESCHEDULED VINYL PLANKFLOOR"SLIM LINE" RUBBERTRANSITION TO MATCH LVT09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.1.0FINISH SCHEDULECAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLEFINISH MATERIAL SCHEDULEOrderLocation Tag Description ManufacturerFinish DescriptionCommentsStyle Size Product Number Color Install Notes3 FLOOR CPT-12 CARPET NOT USED3 FLOOR CPT-13 CARPET MANNINGTON MERGEGREY3 FLOOR CPT-14 CARPET TILE SHAW DISPERSE3 FLOOR CPT-15 CARPET TILE SHAW COLOR FRAME 24" x 24"MOJO3 FLOOR CPT-16 CARPET TILE SHAW VISIBLE TILE 24X24 01761 PIXEL ASHLAR3 FLOOR CPT-17 CARPET TILE NOT USED3 FLOOR CPT-18 CARPET TILE MANNINGTON MERGE3 FLOOR FAR-1 FLUID APPLIED RESINOUS FLOORING TNEMEC241 ULTRARED MVT LIGHT GREYWITH 4" INTEGRAL COVE BASE3 FLOOR LVT-1 LUXURY VINYL TILE TUFFPLANKRCS 3008TEXTURE: DEPRESSED EMBOSSED3 FLOOR RF-1 RUBBER FLOORING CAPRI AND/OR RUBBER CORKIRON3 FLOOR RF-2 RUBBER FLOORING CAPRI AND/OR RUBBER CORKORANGE3 FLOOR RF-3 RUBBER FLOORING CAPRI AND/OR RUBBER CORKBRICK3 FLOOR RF-4 RUBBER FLOORING JOHNSONITE3 FLOOR RS-1 RESILIENT FLOORING (SHEET) GERFLOR TARAFLEXWOOD GRAY3 FLOOR RST-1 RUBBER STAIR TREAD JOHNSONITE STAIR TREAD WITH INTEGRALRISER3 FLOOR SDT-1 STATIC DISSIPATIVE TILE STATIC SMART SUMMIT SERIES ESD CONTROLVINYL TILE12"x12" 51861 SOFT WARM GRAY3 FLOOR T-1 PORCELAIN FLOOR TILE FLORIM BASALTINE 12x24 1096212 LIGHT GREY BRICK3 FLOOR T-2 CERAMIC FLOOR TILE DALTILE KEYSTONE 2X2 D200 DESERT GREYSPECKLE3 FLOOR T-3 PORCELAIN FLOOR TILE DALTILE UNITY 12X12 P406 BLACK3 FLOOR TZ-1 TERRAZZO DAVID ALLENCOMPANYNC5-066-03 TZ-1091015GRAY - DARK3 FLOOR TZ-2 TERRAZZO DAVID ALLENCOMPANYNC5-066-03 TZ-2101215GRAY - MEDIUM3 FLOOR TZ-3 TERRAZZO DAVID ALLENCOMPANYNC5-066-03 TZ-3072315WHITE3 FLOOR TZ-4 TERRAZZO DAVID ALLENCOMPANYNC5-066-03 TZ-4072315SOLID ORANGE3 FLOOR VCT-1 VINYL COMPOSITION TILE ARMSTRONG STANDARD EXCELON 12"x12"3 FLOOR VCT-2 VINYL COMPOSITION TILE3 FLOOR WO-1 WALK-OFF MAT4 CASEWORK FRP-1 GLASS FIBER REINFORCED PANEL MARLITE STD FRP - PEBBLED SURFACE 4'x8' P 100 WHITE4 CASEWORK FRP-2 GLASS FIBER REINFORCED PANEL MARLITE STD FRP - PEBBLED SURFACE 4'x8' P 807 BLACK4 CASEWORK MP-5 PERFORATED METAL PANEL-MESH McNICHOLS ROUND HOLE 3/16" HOLES ON 1/4"CENTERS, STAGGERED 50%OPEN AREA.063 GAUGEALUMINUMVENTS FOR DRINK STATION MILLWORK4 CASEWORK PL-1 PLASTIC LAMINATE FORMICA9283-NG WALNUT RIFTWOOD CABINETS - RESTROOMS/BOOKSTORE4 CASEWORK PL-2 PLASTIC LAMINATE FORMICA6414-NG BLACK RIFTWOOD CABINETS - OFFICE KITCHENETTE, RESIDENTIALDINING4 CASEWORK PL-3 PLASTIC LAMINATE FORMICAWHITERECEPTION DESK CABINETS4 CASEWORK PL-4 PLASTIC LAMINATE FORMICA909-58 BLACKCONTROL PANELS ON BACKSIDE OF MILLWORK4 CASEWORK QZ-1 QUARTZ SURFACE HANSTONECL101 AURORA SNOWCOUNTERTOPS- RESTROOMS, RESIDENTIALDINING, RECEPTION DESK4 CASEWORK QZ-2 QUARTZ SURFACE HANSTONECOUNTERTOP - RESID. DINING ACCENT COLOR4 CASEWORK QZ-4 QUARTZ SURFACEorange4 CASEWORK RP-1 RESIN PANEL 3FORMRECEPTION DESK FRONT4 CASEWORK SS-1 STAINLESS STEEL304 stainless steel sheet 14 gauge 4B satin brushed finish PROVIDED AS PART OF EQUIPMENT PACKAGE,SEE FS DWGS.4 CASEWORK SSM-1 SOLID SURFACE MATERIAL CORIANCOUNTERTOPS- WORKROOM / OFFICEKITCHENETTE4 CASEWORK SSM-1 SOLID SURFACE MATERIAL FORMICA CLASSICS780 LUNA STONECOUNTERTOP - BOOKSTORE5 MISC. ASC-1 ACOUSTICAL STAGE CURTAIN KM FABRICS MARVEL 20 OZ. WITH 2 PART UVBLACKOUT LININGBLACK (LINING BLACK) AUTOMATIC DEVICESCO., RIG-I-FLEX®MODEL 140 CURTAINTRACK SYSTEM,BI-PARTING WITHAUTOMATIC DRAWDEVICE 29145 MISC. GB-1 GLASSBOARD CLARUS GLASS BACK PAINTED GLASS 1/4"MATCH WALL COLOR STD DEPTHMOUNTINGSEE ELEVATIONS5 MISC. PR-1 PROFILE - ALUMINUM TRIM SCHLUTER SYSTEMS SCHIENE STEP 2" SS 110 EB 39 STAINLESS STEEL TILE TO GYP.5 MISC. PR-2 PROFILE - ALUMINUM TRIM GORDONWC TO GYP.5 MISC. PR-3 PROFILE - STEEL WALL PLATEHOT ROLLED STEELNATURAL PATINA EXPOSED FASTENERSTO MATCH, EVERY2'-0" O.C.ADD ALT #1 FINISH (ALSO BASE BID)5 MISC. PR-4 PROFILE - ALUMINUM TRIM SCHLUTER SYSTEMSTILE CORNER5 MISC. PR-5 PROFILE - ALUMINUM TRIMPROTRUDING JOINT5 MISC. PR-6 PROFILE - ALUMINUM TRIM SCHLUTER SYSTEMS INDEC 3/8" D IN 100 AE BRUSHED NICKEL5 MISC. PR-7 PROFILE - STEEL FLOOR PLATEHOT ROLLED STEEL 1/2"THICKNATURAL PATINA SEE SIGNAGEPACKAGE FORCUSTOM ETCHEDGRAPHICS, TBD5 MISC. TS-1 TACKABLE SURFACE KOROSEAL TAC-WALL11 CAYENNE5 MISC. UPH-1 UPHOLSTERY5 MISC. WIN-1 WINDOW TREATMENT- BLINDS NOT USED5 MISC. WIN-2 WINDOW TREATMENT- ROLLER SHADE MECHOSYSTEMS MechoShade Mecho/5 StandardBracket (#4123 Pocket),THERMOVEIL 1%SHADOW GREY5 MISC. WIN-3 WINDOW TREATMENT- ROLLER SHADE MECHOSYSTEMS ElectroShade Electro/1, StandardBracket5 MISC. WIN-4 WINDOW TREATMENT- ROLLER SHADE MECHOSYSTEMS ElectroShade Electro/2,DoubleShade #17 Bracket, roomdarkening side channelSHADOW GREYFINISH MATERIAL SCHEDULEOrderLocation Tag Description ManufacturerFinish DescriptionCommentsStyle Size Product Number Color Install Notes0 CEILING ACT-1 ACOUSTICAL CEILING PANEL ARMSTRONG ULTIMA, 9/16" BEVELED TEGULAR 24" x 24" 1912HRC WHITE SUPRAFINESUSPENSION SYSTEM0 CEILING ACT-2 ACOUSTICAL CEILING PANEL KIREI ECHO STAR36"x36"TBD0 CEILING ACT-3 ACOUSTICAL CEILING PANEL ARMSTRONG KITCHEN ZONE, SQUARE LAY-IN15/1624" x 24" 673 WHITE PRELUDE XL 15/16"EXPOSED TEE0 CEILING ACT-4 ACOUSTICAL CEILING PANEL ARMSTRONG DUNE, 9/16" BEVELED TEGULAR 24" x 24" 1775HRC WHITE PRELUDESUSPENSIONSSYSTEM0 CEILING ACT-5 ACOUSTICAL CEILING PANEL KIREI H-BAFFLE 96"1510 CEILING ACT-6 ACOUSTICAL CEILING PANEL ARMSTRONG LYRA WITH PLANT BASED BINDERHIGH CAC24"x24"X1-3/4" 8370PB WHITE SUPRAFINESUSPENSION SYSTEM0 CEILING ACT-7 ACOUSTICAL CEILING PANEL ARMSTRONG SHASTA, SQUARE LAY-IN 15/16 24"x24" 2905BL TECH BLACK PRELUDE XL 15/16"EXPOSED TEE0 CEILING ACT-8 ACOUSTICAL CEILING PANEL ARMSTRONG CALLA, 9/16" BEVELED TEGULAR 24" x 24"BLACK SUPRAFINESUSPENSION SYSTEM0 CEILING MTL-1 METAL CEILING SYSTEM ARMSTRONG METALWORKS LINEAR 8" x 96" 5491 WHITE OAK0 CEILING MTL-2 METAL CEILING SYSTEM ARMSTRONG METALWORKS LINEAR 8" x 96" 5491 GUNMETAL0 CEILING MTL-3 METAL CEILING SYSTEM HUNTER DOUGLAS TAVOLA DIVERGENTRUSTIC CHERRY 87390 CEILING MTL-4 METAL LAMINATE CHEMETAL ANODIZED CLASSICS 120"x48" 937 ANTINQUE COPPERALUM0 CEILING WD-1 PREFINISHED WOOD VENEER PANEL SUSTAINABLEFLOORINGSTRANDWOVEN TIMBERSUNBURST0 CEILING WD-2 WOOD VENEER PANEL BOHKLE VENEER3/4" PLYWOOD WHITE RIFT OAK1 WALL AP-1 ACOUSTICAL WALL PANEL (1" thick 6 lb.acoustical fiberboard)VARIES1 WALL AP-2 ACOUSTICAL WALL PANEL (2" thickacoustical fiberboard) WITH COM FABRICCOM: MAHARAM OMEN VARIES 466172 002 PEWTERADD ALT #8 FINISH1 WALL AP-3 ACOUSTICAL WALL PANEL (2" thickacoustical fiberboard) WITH ACOUSTICALPLEATED FABRICSOUNDFOLD DRAPERTY- SF ULTRABLACK1 WALL AWC-1 ACOUSTICAL WALL CARPET SOUNDFOLD ACOUSTICAL WALL CARPET -SINGLE RIB00503 ONYX1 WALL BR-1 EXTERIOR BRICK MATCH EXTERIORBRICK1 WALL MP-1 METAL PANEL ARMSTRONG WH1000 WALL PANELS, M15PERFORATION24x48CUSTOM1 WALL MP-2 METAL PANEL USG PIXELS1 WALL MP-3 METAL PANEL IDENTITY GROUP METAL VENEER PANELCUSTOM SILK SCREEN METAL GRAPHIC DESIGNTBD1 WALL MP-4 METAL PANEL MOZ DESIGNS WALL PANELS .040 ALUM., 48"x96" BRAZILIAN CHERRY,COARSE, POLYCOATMATTE1 WALL P-1 PAINTSHERWIN WILLIAMS SEMI-GLOSS LOW SHEEN1 WALL P-2 PAINTSHERWIN WILLIAMS SEMI-GLOSS LOW SHEEN SW7038 TONY TAUPE1 WALL P-3 PAINTSHERWIN WILLIAMS SEMI-GLOSS LOW SHEEN SW6883 RAUCOUS ORANGE1 WALL P-4 PAINTSHERWIN WILLIAMS SEMI-GLOSS LOW SHEEN SW6669 YARROW1 WALL P-5 PAINTSHERWIN WILLIAMS EGGSHELLSW6213 HALCYON GREEN1 WALL P-6 PAINTSHERWIN WILLIAMS SEMI-GLOSS LOW SHEEN SW7674 PEPPERCORN1 WALL P-7 PAINTSHERWIN WILLIAMS EGGSHELL1 WALL P-8 PAINTSHERWIN WILLIAMS SEMI-GLOSS LOW SHEEN SW6886 INVIGORATE1 WALL P-9 PAINTSHERWIN WILLIAMS SEMI-GLOSS LOW SHEEN SW6889 STIRRING ORANGE1 WALL P-10 PAINTSCUFFMASTERS SOLID METAL1 WALL SS-1 STAINLESS STEEL304 stainless steel sheet 14 gauge 4B satin brushed finish AS INDICATED ON "FS" AND "QF" DRAWINGS1 WALL VF-1 VINYL FILM 3M FASARACUSTOM FILM GRAPHIC DESIGN TBD1 WALL WC-1 CUSTOM VINYL WALLCOVERING KOROSEAL Type II Custom Digital WallcoveringCUSTOM GRAPHICS TBD1 WALL WC-2 VINYL WALLCOVERING LEVEL DIGITALWALLCOVERINGSLINDSEY LINEARCUSTOM COLOR -BACKGROUND TOMATCH SW6886INVIGORATE;GRAPHIC IN WHITE1 WALL WC-3 VINYL WALLCOVERING LEVEL DIGITALWALLCOVERINGSGREEN WALLL70101 MODERNADD ALT #1 FINISH1 WALL WD-1 PREFINISHED WOOD VENEER PANEL SUSTAINABLEFLOORINGSTANDWOVEN TIMBERSUNBURST1 WALL WD-2 WOOD VENEER BOHKLE VENEER3/4" PLYWOOD WHITE RIFT OAK1 WALL WD-3 WOOD PANEL DU CHATEAU CURVA 3 11/16" x 12 1/2" SMOKE1 WALL WD-4 WOOD VENEER PANEL B+N INFUSED WOOD VENEERCHERRYCUSTOM GRAPHICS TBD1 WALL WD-6 WOOD PLANK STIKWOOD PEEL AND STICK PANELS 3/16" x 5" xRANDOM LENGTHSHAMPTOMS1 WALL WD-7 WOOD PLANK ECOSIMPLISTA DUCHATEAU THE ATELIERSERIES8"x48" ATL-INF8 INFERNO1 WALL WT-1 PORCELAIN WALL TILE ROCA ORION 6"x24" FM208AX531 NIEVE UNPOLISHED 1/3 OFFSET1 WALL WT-2 CERAMIC WALL TILE PANTHEON BLING 12"x36" 240-124 WHITE, SATIN1 WALL WT-3 CERAMIC WALL TILE DALTILE LARGO 3"x6" LR94 WHITE 1/2 OFFSET1 WALL WT-4 PORCELAIN WALL TILE ROCA ORION 12"x24"BLANCO UNPOLISHED 1/3 OFFSET1 WALL WT-5 PORCELAIN WALL TILE ROCA ORION 2"x24"ANTARCTICA 1/3 OFFSET1 WALL WT-6 PORCELAIN WALL TILE DALTILE METAL FUSION 8X24P452 BRONZED COPPERPOLISHEDADD ALT #1 FINISH1 WALL WT-7 CERAMIC TILE FIRECLAY TILE CUSTOM HANDPAINTEDELEPHANT STAR6X6 FC-192225 CUSTOMHANDPAINTEDRECYCLED CLAYBODY1 WALL WT-8 CERAMIC MOSAIC TILE DALTILE RETRO ROUNDS 12"x12" (SHEET) RR02 BOLD WHITE MATTE1 WALL WT-9 PORCELAIN WALL TILE ROCA ORION 12"x24"NIEVE UNPOLISHED 1/3 OFFSET1 WALL WT-10 STONE WALL TILE EMSER METRO 8"x36"CREAM 1/3 OFFSET1 WALL WT-11 MOSAIC TILE EMSER CONFETTI HEXAGON 12"x12" (SHEET) W85CON 8 BRONZE2 BASE MB-1 METAL BASE GORDON FINAL FORMS I 4"x5/8" 840-5/8 CLEAR2 BASE MB-2 METAL BASE GORDON FINAL FORMS I 4" 953-830 CLEAR MILLWORK FRONT ATRES. DINING2 BASE RB-1 RUBBER BASE- STRAIGHT4"H ROLLTO MATCH P-12 BASE RB-2 RUBBER BASE- COVE4"H ROLL2 BASE RB-3 RUBBER BASE- STRAIGHT JOHNSONITE55 SILVER GREY2 BASE RB-4 RUBBER BASE- COVE JOHNSONITE4"BLACK2 BASE TB-1 TILE BASE FLORIM BASALTINE 6"x12" 1096233 LIGHT GREY2 BASE TB-2 TILE BASE DALTILE KEYSTONESDESERT SPECKLEGREY2 BASE TZB-1 TERRAZZO BASE DAVID ALLENCOMPANY2 BASE WB-1 WOOD BASE - PAINTED4"HMATCH WALL COLORIN SEMIGLOSS2 BASE WB-2 SOLID WOOD BASE - STAINEDWHITE RIFT OAK 4"HMATCH WD-23 FLOOR CMT-1 CEMENT TILE VILLA LAGOON TILE TROIKA TRIANGLE 12"x12" SB-5004 HENNA SEAL TILES WITH SLIPRESISTANT FINISH3 FLOOR CMT-2 CEMENT TILE VILLA LAGOON TILE TROIKA TRIANGLE 12"x12" SB-5006 SMOKED PUMPKIN SEAL TILES WITH SLIPRESISTANT FINISH3 FLOOR CMT-3 CEMENT TILE VILLA LAGOON TILE TROIKA TRIANGLE 12"x12" SB-2005 DOVE SEAL TILES WITH SLIPRESISTANT FINISH3 FLOOR CMT-4 CEMENT TILE VILLA LAGOON TILE TROIKA TRIANGLE 12"x12" SB-2000 BLACK SEAL TILES WITH SLIPRESISTANT FINISH3 FLOOR CON-1 POLISHED CONCRETE SCOFIELD SCOFIELD Formula One™ LithiumDensifier MP: Formula One Grade 1light sand Finish, Class 3 HighReflectivity, 1500 grit finish;SelectSeal Plus SealerCLEAR (NATURALCONCRETE COLOR)DEDUCT ALT #3 FINISH (ALSO BASE BID)3 FLOOR CON-2 STAINED CONCRETE SCOFIELD SCOFIELD Formula One™ LithiumDensifier MP: Formula One Grade 1light sand Finish, Class 3 HighReflectivity, 1500 grit finish;LITHOCHROME® Tintura™ Stain;SelectSeal Plus Sealer1406 OLD HICKORY(CHARCOAL GREY)STAIN APPLIED INCUSTOM PATTERNWITH ADHESIVEBACKED STENCILDEDUCT ALT #3 FINISH (ALSO BASE BID)3 FLOOR CON-3 STAINED CONCRETE SCOFIELD SCOFIELD Formula One™ LithiumDensifier MP: Formula One Grade 1light sand Finish, Class 3 HighReflectivity, 1500 grit finish;LITHOCHROME® Tintura™ Stain;SelectSeal Plus Sealer0510 BLACK STAIN APPLIED INCUSTOM PATTERNWITH ADHESIVEBACKED STENCIL3 FLOOR CON-4 STAINED CONCRETE SCOFIELD SCOFIELD Formula One™ LithiumDensifier MP: Formula One Grade 1light sand Finish, Class 3 HighReflectivity, 1500 grit finish;LITHOCHROME® Tintura™ Stain;SelectSeal Plus Sealer1108 BRIGHT ORANGE STAIN APPLIED INCUSTOM PATTERNWITH ADHESIVEBACKED STENCIL3 FLOOR CON-5 SEALED CONCRETE3 FLOOR CPT-1 CARPET TILE SHAW SEA EDGE TILE 24" x 24"VILLAGE ASHLAR3 FLOOR CPT-2 CARPET TILE SHAW SKY TILE 24" x 24"VILLAGE ASHLAR3 FLOOR CPT-3 CARPET TILE SHAW MICA 5T014 18"x36"HEMATITE 14760 ASHLAR3 FLOOR CPT-4 CARPET TILE SHAW ALCHEMY 5T135 24"x24"ELEMENT PLATINUM33506QUARTER TURN3 FLOOR CPT-5 CARPET TILE SHAW ALCHEMY 5T135 24"x24"CORNERSTONECOPPER 33555QUARTER TURN3 FLOOR CPT-6 CARPET TILE NOT USED3 FLOOR CPT-7 CARPET TILE NOT USED3 FLOOR CPT-8 CARPET TILE SHAW COLOR FRAME 24"x24"BLAZE3 FLOOR CPT-9 CARPET TILE NOT USEDPOPPY 54870 RANDOM3 FLOOR CPT-10 CARPET RUG MANNINGTON MERGEOPTIMISMFLOATING ON FINISHED FLOOR IN LOUNGE3 FLOOR CPT-11 CARPET RUG SIENNA ELECTRIC WATERFALL SEE FINISH PLAN 67TN7 HENDRIX ORANGE FLOATING ON FINISHED FLOOR IN GAME ROOM 3" = 1'-0"A8.1.01DETAIL - CARPET TO LVT TYP. 3" = 1'-0"A8.1.02DETAIL - CARPET TO TILE, TYP. 3" = 1'-0"A8.1.03DETAIL - LVT TO CARPETNO. REASON DATE
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??STAIR 3STAIR 2111???MEN121?MEN116WOMEN117?OFFICE181?UNIONADMIN.166MACHINEROOM112SPIRITGEAR165RESIDENTIALDINING131THEOASIS196GAMING189-2CAFELOUNGE195CORRIDOR186GMR190GMR191GMR192GMR193CAMPBELLTIMES187FITNESS122KITCHENBOH142STAIR 4119MULTIPURPOSEROOM185STORAGE184DRESS183DRESS182ELECT./IT124HOUSEKEEPING194FITNESSENTRY180SOUTHVESTIBULE101STAIR 1102GREATHALL103OASISBOH197WOMEN120NORTHVESTIBULE104PIZZA/GRILL132BBQ133BAKESHOP/HOME134GLOBALGRILL135DISHWAREWASH149DELI/PRODUCEMARKET136EMERGENCYELECTRICALROOM151MAINELECTRICALROOM152LOADINGDOCK153FOODSERVICEADMIN.170ELECT./IT108MAIL/STORAGE168OFFICE172OFFICE167OFFICE169MONEYROOM171OFFICE173OFFICE175OFFICE177CORRIDOR160BUILDINGSTORAGE161FIREPUMP164MGR./CASHOFFICE163RECEIVING/PROCESSING162CORRIDOR110ELEVATOR109STORAGE145COOLERWALK-IN144FREEZERWALK-IN143MEN106WOMEN107CORRIDOR105PIZZA/GRILLWALK-IN138WOMEN156MEN155FOODSERVICEOPERATIONS157CORRIDOR154CHEFOFFICE158CORR114OPENSTUDY189-1A.SEE SHEET A8.1.1 FOR FINISH MATERIAL SCHEDULE.B.CONTRACTOR SHALL PROVIDE ALL INTERIOR FINISHES AS SPECIFIEDHEREIN. LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING SHALL BENOTIFIED OF ANY DISCREPANCIES OR OMISSIONS PRIOR TOPROCEEDING WITH WORK.C.ALL INTERIOR FINISHES SHALL HAVE A CLASS A FLAME SPREADRATING.D.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ACCURACYOF HIS MEASUREMENTS AND TOTAL YARDAGE REQUIREMENTS TO BEFURNISHED. NO REQUESTS FOR MATERIALS OR INSTALLATIONEXTRAS WILL BE CONSIDERED DUE TO MEASUREMENT OR TAKEOFFERRORS BY CONTRACTOR. REFER TO ARCH. PLANS FOR ALLDIMENSIONS.E.VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1" FOR EVERY 10'-0" SHALLBE LEVELED BY CONTRACTOR. LEVELING SHALL BE COMPLETED WITHFLOOR READY TO RECEIVE NEW FINISHES AS SPECIFIED.CONTRACTOR SHALL VERIFY SLAB CONDITION PRIOR TO BIDSUBMISSION.F.ALL MISCELLANEOUS GRILLES, PLATES, OR OTHER DEVICES SHALL BEPAINTED TO MATCH THE WALL OR CEILING IN WHICH THEY AREINSTALLED.G. PROVIDE MINIMUM 3-COAT PAINT SYSTEMS AS SPECIFIED FOR EACHSUBSTRATE WITH P-1 AS THE FIELD COLOR UNLESS OTHERWISENOTED; REFER TO FINISH PLAN FOR COLORS AND LOCATIONS.PROVIDE SHEENS AS FOLLOWS, WALLS AND SOFFITS SHALL BE SEMI-GLOSS LOW SHEEN, GWB CEILINGS SHALL BE FLAT, TRIM AND BASESHALL BE SEMI-GLOSS AND EXPOSED CEILINGS TO RECEIVE PAINTSHALL BE INTEMESCENT, UNLESS OTHERWISE NOTED.H.CLEAN HVAC DIFFUSERS, DRAPERY POCKETS, FIRE EXTINGUISHERCABINET, AND SPEAKER GRILLS. DO NOT PAINT EQUIPMENT, UNLESSOTHERWISE NOTED.I.PROVIDE EPOXY GROUT AT ALL TILE IN FOOD SERVICES AREAS.J.ALL STAINLESS STEEL WALL PANELS NOTED IN FOOD SERVICE AREASSHALL BE PROVIDED AS PART OF THE EQUIPMENT PACKAGE AND ARESHOWN ONLY FOR REFERENCE, SEE FS DWGS.K.INTERIOR GLASS AT ALL OFFICES AND OFFICE SUITE ENTRIES SHALLRECIEVE A 4'-0" WIDE STRIPE OF VINYL FILM (VF-1) FOR PRIVACY.09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.1.1FINISH PLAN - OVERALLLEVEL 01CAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/16" = 1'-0"A8.1.11FINISH PLAN - LEVEL 01 - OVERALL - 1/16"NO. REASON DATEGENERAL NOTESKEY PLANSHEET KEYNOTESF1 ALIGNF2 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN WITHADHESIVE BACKED STENCIL, FINAL LAYOUT TBDF3 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN, FINALLAYOUT TBDF4 CARPET TILES INSTALLED ON TOP OF SPECIFIED FLOOR ASFLOATING RUGABCD
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FECFECFECWBFMULTI PURPOSEROOM185RB-1RS-1P-1WBFCAMPBELL TIMES187RB-1CPT-2P-2WBFGMR191RB-1CPT-2P-1WBFGMR192RB-1CPT-2P-1WBFGMR193RB-1CPT-2P-1WBFHOUSEKEEPING194RB-1CON-5P-1WBFELECT./ IT124RB-1CON-5P-1WBFSTORAGE184RB-1VCT-1P-1WBFDRESS183TB-1T-1P-2WBFDRESS182TB-1T-1P-2WBFOFFICE181RB-1CPT-14P-1WBFFITNESS ENTRY180RB-3RF-1P-1WBFTHE OASIS196MB-1CMT-1,2,3,4P-1WBFCAFE LOUNGE195MB-1CON-1,2P-1WBFWOMEN120TB-1T-1P-5WBFMEN121TB-1T-1P-5RF-2RF-1RF-3WC-1WC-1WC-1WC-1WC-1WC-1WC-1MP-1WT-1WT-1WT-9WT-9CPT-11CPT-11CPT-11CPT-10WD-3WD-4WD-4WD-4WD-4MP-2P-3WBFELEVATOR125MP-1RF-2SS-1WT-3A8.1.31SimCON-2CON-1WBFGMR190RB-1CPT-2P-1WBFFITNESS122RB-3RF-1,2,3P-1WC-1WD-4WD-4WD-4WD-4WD-4WD-4WD-4WD-4WD-4WD-4WD-4WD-4WC-3WBFGAMING189-2MB-1CON-1,2P-1WBFCORRIDOR186MB-1CON-1P-1WT-1P-8P-8P-8P-8WC-2WC-2MP-3P-6P-6WD-1WT-3WD-6WD-6WD-1WD-1CON-1CON-1CON-1CON-2CON-2CON-2CON-1CON-1PR-7VF-1WT-3WT-3CON-2RST-1GB-1WBFOASIS BOH197FAR-1FAR-1CMTCON-2CMTT-33' - 9"TYP.3' - 0"TYP.2 1/2"RF-2RF-1F17' - 6"4"TYP.2' - 8"F110.00°10.00°36' - 4"F1F1WT-3WD-2WD-2GB-1GB-1GB-1GB-1CPT-8WD-1P-6PR-7F1F12' - 0"F2WBFOPEN STUDY189-1MB-1CON-1,2P-1A8.4.53AADD ALTWC-3F4F4F4F4P-6P-6P-6P-6P-6P-6WD-6F12' - 2"F1CON-2CON-2WBFSTAIR 4119RB-1CON-1,RST-1P-1F2F2P-6WBFSTOR.188RB-1CPT-2P-1A.SEE SHEET A8.1.1 FOR FINISH MATERIAL SCHEDULE.B.CONTRACTOR SHALL PROVIDE ALL INTERIOR FINISHES AS SPECIFIEDHEREIN. LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING SHALL BENOTIFIED OF ANY DISCREPANCIES OR OMISSIONS PRIOR TOPROCEEDING WITH WORK.C.ALL INTERIOR FINISHES SHALL HAVE A CLASS A FLAME SPREADRATING.D.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ACCURACYOF HIS MEASUREMENTS AND TOTAL YARDAGE REQUIREMENTS TO BEFURNISHED. NO REQUESTS FOR MATERIALS OR INSTALLATIONEXTRAS WILL BE CONSIDERED DUE TO MEASUREMENT OR TAKEOFFERRORS BY CONTRACTOR. REFER TO ARCH. PLANS FOR ALLDIMENSIONS.E.VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1" FOR EVERY 10'-0" SHALLBE LEVELED BY CONTRACTOR. LEVELING SHALL BE COMPLETED WITHFLOOR READY TO RECEIVE NEW FINISHES AS SPECIFIED.CONTRACTOR SHALL VERIFY SLAB CONDITION PRIOR TO BIDSUBMISSION.F.ALL MISCELLANEOUS GRILLES, PLATES, OR OTHER DEVICES SHALL BEPAINTED TO MATCH THE WALL OR CEILING IN WHICH THEY AREINSTALLED.G. PROVIDE MINIMUM 3-COAT PAINT SYSTEMS AS SPECIFIED FOR EACHSUBSTRATE WITH P-1 AS THE FIELD COLOR UNLESS OTHERWISENOTED; REFER TO FINISH PLAN FOR COLORS AND LOCATIONS.PROVIDE SHEENS AS FOLLOWS, WALLS AND SOFFITS SHALL BE SEMI-GLOSS LOW SHEEN, GWB CEILINGS SHALL BE FLAT, TRIM AND BASESHALL BE SEMI-GLOSS AND EXPOSED CEILINGS TO RECEIVE PAINTSHALL BE INTEMESCENT, UNLESS OTHERWISE NOTED.H.CLEAN HVAC DIFFUSERS, DRAPERY POCKETS, FIRE EXTINGUISHERCABINET, AND SPEAKER GRILLS. DO NOT PAINT EQUIPMENT, UNLESSOTHERWISE NOTED.I.PROVIDE EPOXY GROUT AT ALL TILE IN FOOD SERVICES AREAS.J.ALL STAINLESS STEEL WALL PANELS NOTED IN FOOD SERVICE AREASSHALL BE PROVIDED AS PART OF THE EQUIPMENT PACKAGE AND ARESHOWN ONLY FOR REFERENCE, SEE FS DWGS.K.INTERIOR GLASS AT ALL OFFICES AND OFFICE SUITE ENTRIES SHALLRECIEVE A 4'-0" WIDE STRIPE OF VINYL FILM (VF-1) FOR PRIVACY.09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.1.1AFINISH PLAN - LEVEL 01- REGION ACAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A8.1.1A1FINISH PLAN - LEVEL 01 - REGION AGENERAL NOTESKEY PLANSHEET KEYNOTESABCDF1 ALIGNF2 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN WITHADHESIVE BACKED STENCIL, FINAL LAYOUT TBDF3 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN, FINALLAYOUT TBDF4 CARPET TILES INSTALLED ON TOP OF SPECIFIED FLOOR ASFLOATING RUGNO. REASON DATE
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WT-3A.SEE SHEET A8.1.1 FOR FINISH MATERIAL SCHEDULE.B.CONTRACTOR SHALL PROVIDE ALL INTERIOR FINISHES AS SPECIFIEDHEREIN. LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING SHALL BENOTIFIED OF ANY DISCREPANCIES OR OMISSIONS PRIOR TOPROCEEDING WITH WORK.C.ALL INTERIOR FINISHES SHALL HAVE A CLASS A FLAME SPREADRATING.D.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ACCURACYOF HIS MEASUREMENTS AND TOTAL YARDAGE REQUIREMENTS TO BEFURNISHED. NO REQUESTS FOR MATERIALS OR INSTALLATIONEXTRAS WILL BE CONSIDERED DUE TO MEASUREMENT OR TAKEOFFERRORS BY CONTRACTOR. REFER TO ARCH. PLANS FOR ALLDIMENSIONS.E.VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1" FOR EVERY 10'-0" SHALLBE LEVELED BY CONTRACTOR. LEVELING SHALL BE COMPLETED WITHFLOOR READY TO RECEIVE NEW FINISHES AS SPECIFIED.CONTRACTOR SHALL VERIFY SLAB CONDITION PRIOR TO BIDSUBMISSION.F.ALL MISCELLANEOUS GRILLES, PLATES, OR OTHER DEVICES SHALL BEPAINTED TO MATCH THE WALL OR CEILING IN WHICH THEY AREINSTALLED.G. PROVIDE MINIMUM 3-COAT PAINT SYSTEMS AS SPECIFIED FOR EACHSUBSTRATE WITH P-1 AS THE FIELD COLOR UNLESS OTHERWISENOTED; REFER TO FINISH PLAN FOR COLORS AND LOCATIONS.PROVIDE SHEENS AS FOLLOWS, WALLS AND SOFFITS SHALL BE SEMI-GLOSS LOW SHEEN, GWB CEILINGS SHALL BE FLAT, TRIM AND BASESHALL BE SEMI-GLOSS AND EXPOSED CEILINGS TO RECEIVE PAINTSHALL BE INTEMESCENT, UNLESS OTHERWISE NOTED.H.CLEAN HVAC DIFFUSERS, DRAPERY POCKETS, FIRE EXTINGUISHERCABINET, AND SPEAKER GRILLS. DO NOT PAINT EQUIPMENT, UNLESSOTHERWISE NOTED.I.PROVIDE EPOXY GROUT AT ALL TILE IN FOOD SERVICES AREAS.J.ALL STAINLESS STEEL WALL PANELS NOTED IN FOOD SERVICE AREASSHALL BE PROVIDED AS PART OF THE EQUIPMENT PACKAGE AND ARESHOWN ONLY FOR REFERENCE, SEE FS DWGS.K.INTERIOR GLASS AT ALL OFFICES AND OFFICE SUITE ENTRIES SHALLRECIEVE A 4'-0" WIDE STRIPE OF VINYL FILM (VF-1) FOR PRIVACY.09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.1.1CFINISH PLAN - LEVEL 01- REGION CCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A8.1.1C1FINISH PLAN - LEVEL 01 - REGION CGENERAL NOTESKEY PLANSHEET KEYNOTESF1 ALIGNF2 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN WITHADHESIVE BACKED STENCIL, FINAL LAYOUT TBDF3 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN, FINALLAYOUT TBDF4 CARPET TILES INSTALLED ON TOP OF SPECIFIED FLOOR ASFLOATING RUGNO. REASON DATEABCD
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F EFEFEFEWBFLOADING DOCK153CON-5WBFMACHINE ROOM112CON-51 3 ' - 0 "1 4 ' - 0 "WBFMEN106TB-1T-1P-5WBFWOMEN107TB-1T-1P-5WBFUNION ADMIN.166RB-1CPT-14P-1WBFOFFICE173RB-1CPT-14P-1WBFOFFICE172RB-1CPT-14P-1WBFOFFICE169RB-1CPT-14P-1WBFSPIRIT GEAR165RB-3CPT-16P-1WBFBUILDING STORAGE161RB-1VCT-1P-1WBFFIRE PUMP164RB-1CON-5P-1WBFMAIL/ STORAGE168RB-1LVT-1P-1WBFFREEZER WALK-IN143FAR-1FAR-1--WBFCOOLER WALK-IN144FAR-1FAR-1--WBFKITCHEN BOH142FAR-1FAR-1FRP-1WBFFOOD SERVICEOPERATIONS157RB-1VCT-1P-1WBFCHEF OFFICE158RB-1VCT-1P-1WBFBAG IN BOX146FAR-1FAR-1FRP-1WT-1WT-2WT-2WT-2WT-1WBFELEVATOR109SSRF-4SSWBFSTAIR 2111RB-1CON-1,RST-1P-1WBFELECT./ IT108RB-1CON-5P-1WBFWOMEN156TB-1T-1P-5WBFMEN155TB-1T-1P-5WD-1WD-1WD-1WBFRECEIVING/PROCESSING162RB-3CPT-16P-1WBFMGR./CASH OFFICE163RB-3CPT-16P-1CON-1CPT-16WD-1WBFOFFICE167RB-1CPT-14P-1WBFMONEY ROOM171RB-1LVT-1P-1WBFFOOD SERVICEADMIN.170RB-1CPT-14P-1WBFOFFICE175RB-1CPT-14P-1WBFOFFICE177RB-1CPT-14P-1WBFCORRIDOR160RB-1RF-4P-1WBFCORRIDOR110RB-1RF-4P-1WBFCORRIDOR105MB-1CON-1P-1WT-10WBFCORRIDOR154FAR-1FAR-1FRP-1WBFSTORAGE145RB-1VCT-1P-1CON-1RST-1CON-1WBFCOPY/SUPPLY170-1RB-1LVT-1P-1WBFSTOR178RB-1CPT-14P-1WBFPREP147FAR-1FAR-1FRP-1A.SEE SHEET A8.1.1 FOR FINISH MATERIAL SCHEDULE.B.CONTRACTOR SHALL PROVIDE ALL INTERIOR FINISHES AS SPECIFIEDHEREIN. LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING SHALL BENOTIFIED OF ANY DISCREPANCIES OR OMISSIONS PRIOR TOPROCEEDING WITH WORK.C.ALL INTERIOR FINISHES SHALL HAVE A CLASS A FLAME SPREADRATING.D.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ACCURACYOF HIS MEASUREMENTS AND TOTAL YARDAGE REQUIREMENTS TO BEFURNISHED. NO REQUESTS FOR MATERIALS OR INSTALLATIONEXTRAS WILL BE CONSIDERED DUE TO MEASUREMENT OR TAKEOFFERRORS BY CONTRACTOR. REFER TO ARCH. PLANS FOR ALLDIMENSIONS.E.VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1" FOR EVERY 10'-0" SHALLBE LEVELED BY CONTRACTOR. LEVELING SHALL BE COMPLETED WITHFLOOR READY TO RECEIVE NEW FINISHES AS SPECIFIED.CONTRACTOR SHALL VERIFY SLAB CONDITION PRIOR TO BIDSUBMISSION.F.ALL MISCELLANEOUS GRILLES, PLATES, OR OTHER DEVICES SHALL BEPAINTED TO MATCH THE WALL OR CEILING IN WHICH THEY AREINSTALLED.G. PROVIDE MINIMUM 3-COAT PAINT SYSTEMS AS SPECIFIED FOR EACHSUBSTRATE WITH P-1 AS THE FIELD COLOR UNLESS OTHERWISENOTED; REFER TO FINISH PLAN FOR COLORS AND LOCATIONS.PROVIDE SHEENS AS FOLLOWS, WALLS AND SOFFITS SHALL BE SEMI-GLOSS LOW SHEEN, GWB CEILINGS SHALL BE FLAT, TRIM AND BASESHALL BE SEMI-GLOSS AND EXPOSED CEILINGS TO RECEIVE PAINTSHALL BE INTEMESCENT, UNLESS OTHERWISE NOTED.H.CLEAN HVAC DIFFUSERS, DRAPERY POCKETS, FIRE EXTINGUISHERCABINET, AND SPEAKER GRILLS. DO NOT PAINT EQUIPMENT, UNLESSOTHERWISE NOTED.I.PROVIDE EPOXY GROUT AT ALL TILE IN FOOD SERVICES AREAS.J.ALL STAINLESS STEEL WALL PANELS NOTED IN FOOD SERVICE AREASSHALL BE PROVIDED AS PART OF THE EQUIPMENT PACKAGE AND ARESHOWN ONLY FOR REFERENCE, SEE FS DWGS.K.INTERIOR GLASS AT ALL OFFICES AND OFFICE SUITE ENTRIES SHALLRECIEVE A 4'-0" WIDE STRIPE OF VINYL FILM (VF-1) FOR PRIVACY.09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.1.1DFINISH PLAN - LEVEL 01- REGION DCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A8.1.1D1FINISH PLAN - LEVEL 01 - REGION DGENERAL NOTESKEY PLANSHEET KEYNOTESF1 ALIGNF2 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN WITHADHESIVE BACKED STENCIL, FINAL LAYOUT TBDF3 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN, FINALLAYOUT TBDF4 CARPET TILES INSTALLED ON TOP OF SPECIFIED FLOOR ASFLOATING RUGNO. REASON DATEABCD
UPFECFECFECFECFECFECFECFEC
F E C FECGGG FE????STAIR 3STAIR 2?CINEMA293CHASE281CHASE278MEN221STAIR 4219STAIR 3215STAIR 2211CORRIDOR205POTWASH238STORAGE/STAGING253GRADASST -PROGRAM269ASST.DIRECTORSTUDENTAFFAIRS259DIRECTORSTUDENTACTIVITIES261ASST.DIRECTORGREEKLIFE263GRADASST -SGA267CABSTORAGE251COPY/SUPPLY255SGASTORAGE271GROWTH/SM MTG254SMMEETING260GREEKLIFEEXEC.OFFICE258SMMEETING266SMMEETING270SGAEXEC.OFFICE265GREEKLIFEOPENOFFICE256CONFERENCE268CABOPENOFFICE272GRADASST -INTL276STUDENTINVOLVEMENT252CABPREPROOM274GRADASST -GREEKLIFE257MEETING280GMR285GMR284ELECT./IT224GMR286INTLOPENOFFICE275SGAOPENOFFICE264ELECT./IT208ELEVATOR209MEN206WOMEN207EVENTSTORAGE245DININGROOM231MEN216WOMEN217WOMEN220PINEBURR289STOR.290PREFUNCTION230HOUSEKEEPING(DRY)241CATERINGMEETING242CATERINGOFFICE243OFFICE244CORRIDOR239CORRIDOR210STORAGE235MOP &TRASH234COOLER236FREEZER237CABEXEC.OFFICE273STAIR 1202FITNESS222GREATHALL203CORRIDOR214LINENSTORAGE246CORR247CORR250CORRIDOR233CATERINGKITCHEN232FITNESSSTAIR223ELEVATOR225LOBBY283CORR288LOBBY287CORR292CORR291SMOOTHIEBAR294SMOOTHIEBAR BOH295A.SEE SHEET A8.1.1 FOR FINISH MATERIAL SCHEDULE.B.CONTRACTOR SHALL PROVIDE ALL INTERIOR FINISHES AS SPECIFIEDHEREIN. LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING SHALL BENOTIFIED OF ANY DISCREPANCIES OR OMISSIONS PRIOR TOPROCEEDING WITH WORK.C.ALL INTERIOR FINISHES SHALL HAVE A CLASS A FLAME SPREADRATING.D.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ACCURACYOF HIS MEASUREMENTS AND TOTAL YARDAGE REQUIREMENTS TO BEFURNISHED. NO REQUESTS FOR MATERIALS OR INSTALLATIONEXTRAS WILL BE CONSIDERED DUE TO MEASUREMENT OR TAKEOFFERRORS BY CONTRACTOR. REFER TO ARCH. PLANS FOR ALLDIMENSIONS.E.VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1" FOR EVERY 10'-0" SHALLBE LEVELED BY CONTRACTOR. LEVELING SHALL BE COMPLETED WITHFLOOR READY TO RECEIVE NEW FINISHES AS SPECIFIED.CONTRACTOR SHALL VERIFY SLAB CONDITION PRIOR TO BIDSUBMISSION.F.ALL MISCELLANEOUS GRILLES, PLATES, OR OTHER DEVICES SHALL BEPAINTED TO MATCH THE WALL OR CEILING IN WHICH THEY AREINSTALLED.G. PROVIDE MINIMUM 3-COAT PAINT SYSTEMS AS SPECIFIED FOR EACHSUBSTRATE WITH P-1 AS THE FIELD COLOR UNLESS OTHERWISENOTED; REFER TO FINISH PLAN FOR COLORS AND LOCATIONS.PROVIDE SHEENS AS FOLLOWS, WALLS AND SOFFITS SHALL BE SEMI-GLOSS LOW SHEEN, GWB CEILINGS SHALL BE FLAT, TRIM AND BASESHALL BE SEMI-GLOSS AND EXPOSED CEILINGS TO RECEIVE PAINTSHALL BE INTEMESCENT, UNLESS OTHERWISE NOTED.H.CLEAN HVAC DIFFUSERS, DRAPERY POCKETS, FIRE EXTINGUISHERCABINET, AND SPEAKER GRILLS. DO NOT PAINT EQUIPMENT, UNLESSOTHERWISE NOTED.I.PROVIDE EPOXY GROUT AT ALL TILE IN FOOD SERVICES AREAS.J.ALL STAINLESS STEEL WALL PANELS NOTED IN FOOD SERVICE AREASSHALL BE PROVIDED AS PART OF THE EQUIPMENT PACKAGE AND ARESHOWN ONLY FOR REFERENCE, SEE FS DWGS.K.INTERIOR GLASS AT ALL OFFICES AND OFFICE SUITE ENTRIES SHALLRECIEVE A 4'-0" WIDE STRIPE OF VINYL FILM (VF-1) FOR PRIVACY.09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.1.2FINISH PLAN - OVERALLLEVEL 02CAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/16" = 1'-0"A8.1.21FINISH PLAN - LEVEL 02 - OVERALL - 1/16"NO. REASON DATEF1 ALIGNF2 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN WITHADHESIVE BACKED STENCIL, FINAL LAYOUT TBDF3 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN, FINALLAYOUT TBDF4 CARPET TILES INSTALLED ON TOP OF SPECIFIED FLOOR ASFLOATING RUGGENERAL NOTESKEY PLANSHEET KEYNOTESABCD
24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"FECFECFECFECFEC
WBFSTAIR 4219RB-1RF-4,RST-1P-1WBFGMR286RB-1CPT-2P-1WBFGMR285RB-1CPT-2P-1WBFGMR284RB-1CPT-2P-1WBFELECT./IT224RB-1CON-5P-1WBFPINE BURR289RB-1CPT-2P-2WBFWOMEN220TB-1T-1P-5WBFMEN221TB-1T-1P-5WBFCINEMA293WD-1CPT-11AWC-1,AP-3CPT-1CPT-2CPT-1RF-3CPT-1LVT-1P-3WC-1WC-1WT-1WT-2WT-1WT-2CPT-15WD-2WD-2WT-1WD-2WD-2WD-2WT-1WBFSMOOTHIE BAR294FAR-1FAR-1WT-3WBFFITNESS222RB-3RF-1,2,3P-1WT-10WT-10CPT-8P-8P-8WT-1TS-1GB-1RF-2RF-1RF-2RF-13' - 9"TYP.3' - 0"F1F17' - 11 3/8"28' - 8 5/8"36' - 4"7' - 9"TYP.2' - 8"4"2 1/2" TYP.WD-2WC-1WC-1P-8P-8WC-1WT-1VF-1CHASE281WBFSTOR.290RB-1CPT-2P-1WT-3WT-7WBFSMOOTHIE BARBOH295FAR-1FAR-1FRP-1GB-1A8.1.32SimWBFCORR291WB-1CPT-11P-1WBFCORR292WB-1CPT-11P-1P-1P-1P-1P-1P-1P-1P-1P-1WD-2WD-2WD-2CPT-15CPT-15F1P-9P-9WD-2P-6WD-2WD-2GB-1GB-1GB-1A.SEE SHEET A8.1.1 FOR FINISH MATERIAL SCHEDULE.B.CONTRACTOR SHALL PROVIDE ALL INTERIOR FINISHES AS SPECIFIEDHEREIN. LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING SHALL BENOTIFIED OF ANY DISCREPANCIES OR OMISSIONS PRIOR TOPROCEEDING WITH WORK.C.ALL INTERIOR FINISHES SHALL HAVE A CLASS A FLAME SPREADRATING.D.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ACCURACYOF HIS MEASUREMENTS AND TOTAL YARDAGE REQUIREMENTS TO BEFURNISHED. NO REQUESTS FOR MATERIALS OR INSTALLATIONEXTRAS WILL BE CONSIDERED DUE TO MEASUREMENT OR TAKEOFFERRORS BY CONTRACTOR. REFER TO ARCH. PLANS FOR ALLDIMENSIONS.E.VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1" FOR EVERY 10'-0" SHALLBE LEVELED BY CONTRACTOR. LEVELING SHALL BE COMPLETED WITHFLOOR READY TO RECEIVE NEW FINISHES AS SPECIFIED.CONTRACTOR SHALL VERIFY SLAB CONDITION PRIOR TO BIDSUBMISSION.F.ALL MISCELLANEOUS GRILLES, PLATES, OR OTHER DEVICES SHALL BEPAINTED TO MATCH THE WALL OR CEILING IN WHICH THEY AREINSTALLED.G. PROVIDE MINIMUM 3-COAT PAINT SYSTEMS AS SPECIFIED FOR EACHSUBSTRATE WITH P-1 AS THE FIELD COLOR UNLESS OTHERWISENOTED; REFER TO FINISH PLAN FOR COLORS AND LOCATIONS.PROVIDE SHEENS AS FOLLOWS, WALLS AND SOFFITS SHALL BE SEMI-GLOSS LOW SHEEN, GWB CEILINGS SHALL BE FLAT, TRIM AND BASESHALL BE SEMI-GLOSS AND EXPOSED CEILINGS TO RECEIVE PAINTSHALL BE INTEMESCENT, UNLESS OTHERWISE NOTED.H.CLEAN HVAC DIFFUSERS, DRAPERY POCKETS, FIRE EXTINGUISHERCABINET, AND SPEAKER GRILLS. DO NOT PAINT EQUIPMENT, UNLESSOTHERWISE NOTED.I.PROVIDE EPOXY GROUT AT ALL TILE IN FOOD SERVICES AREAS.J.ALL STAINLESS STEEL WALL PANELS NOTED IN FOOD SERVICE AREASSHALL BE PROVIDED AS PART OF THE EQUIPMENT PACKAGE AND ARESHOWN ONLY FOR REFERENCE, SEE FS DWGS.K.INTERIOR GLASS AT ALL OFFICES AND OFFICE SUITE ENTRIES SHALLRECIEVE A 4'-0" WIDE STRIPE OF VINYL FILM (VF-1) FOR PRIVACY.09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.1.2AFINISH PLAN - LEVEL 02- REGION ACAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A8.1.2A1FINISH PLAN - LEVEL 02 - REGION AGENERAL NOTESKEY PLANSHEET KEYNOTESABCDF1 ALIGNF2 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN WITHADHESIVE BACKED STENCIL, FINAL LAYOUT TBDF3 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN, FINALLAYOUT TBDF4 CARPET TILES INSTALLED ON TOP OF SPECIFIED FLOOR ASFLOATING RUGNO. REASON DATE
FECFEC WBFMEETING280MB-1CPT-2P-1WD-3CPT-2CPT-1CPT-2CPT-1CPT-1CPT-2CPT-2CPT-1CPT-8CPT-15CPT-15CPT-15CPT-15A.SEE SHEET A8.1.1 FOR FINISH MATERIAL SCHEDULE.B.CONTRACTOR SHALL PROVIDE ALL INTERIOR FINISHES AS SPECIFIEDHEREIN. LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING SHALL BENOTIFIED OF ANY DISCREPANCIES OR OMISSIONS PRIOR TOPROCEEDING WITH WORK.C.ALL INTERIOR FINISHES SHALL HAVE A CLASS A FLAME SPREADRATING.D.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ACCURACYOF HIS MEASUREMENTS AND TOTAL YARDAGE REQUIREMENTS TO BEFURNISHED. NO REQUESTS FOR MATERIALS OR INSTALLATIONEXTRAS WILL BE CONSIDERED DUE TO MEASUREMENT OR TAKEOFFERRORS BY CONTRACTOR. REFER TO ARCH. PLANS FOR ALLDIMENSIONS.E.VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1" FOR EVERY 10'-0" SHALLBE LEVELED BY CONTRACTOR. LEVELING SHALL BE COMPLETED WITHFLOOR READY TO RECEIVE NEW FINISHES AS SPECIFIED.CONTRACTOR SHALL VERIFY SLAB CONDITION PRIOR TO BIDSUBMISSION.F.ALL MISCELLANEOUS GRILLES, PLATES, OR OTHER DEVICES SHALL BEPAINTED TO MATCH THE WALL OR CEILING IN WHICH THEY AREINSTALLED.G. PROVIDE MINIMUM 3-COAT PAINT SYSTEMS AS SPECIFIED FOR EACHSUBSTRATE WITH P-1 AS THE FIELD COLOR UNLESS OTHERWISENOTED; REFER TO FINISH PLAN FOR COLORS AND LOCATIONS.PROVIDE SHEENS AS FOLLOWS, WALLS AND SOFFITS SHALL BE SEMI-GLOSS LOW SHEEN, GWB CEILINGS SHALL BE FLAT, TRIM AND BASESHALL BE SEMI-GLOSS AND EXPOSED CEILINGS TO RECEIVE PAINTSHALL BE INTEMESCENT, UNLESS OTHERWISE NOTED.H.CLEAN HVAC DIFFUSERS, DRAPERY POCKETS, FIRE EXTINGUISHERCABINET, AND SPEAKER GRILLS. DO NOT PAINT EQUIPMENT, UNLESSOTHERWISE NOTED.I.PROVIDE EPOXY GROUT AT ALL TILE IN FOOD SERVICES AREAS.J.ALL STAINLESS STEEL WALL PANELS NOTED IN FOOD SERVICE AREASSHALL BE PROVIDED AS PART OF THE EQUIPMENT PACKAGE AND ARESHOWN ONLY FOR REFERENCE, SEE FS DWGS.K.INTERIOR GLASS AT ALL OFFICES AND OFFICE SUITE ENTRIES SHALLRECIEVE A 4'-0" WIDE STRIPE OF VINYL FILM (VF-1) FOR PRIVACY.09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.1.2BFINISH PLAN -LEVEL 02- REGION BCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A8.1.2B1FINISH PLAN - LEVEL 02 - REGION BGENERAL NOTESKEY PLANSHEET KEYNOTESF1 ALIGNF2 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN WITHADHESIVE BACKED STENCIL, FINAL LAYOUT TBDF3 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN, FINALLAYOUT TBDF4 CARPET TILES INSTALLED ON TOP OF SPECIFIED FLOOR ASFLOATING RUGNO. REASON DATEABCD
FECFECF E C FECFEWBFDINING ROOM231WB-1CPT-4,5P-1WBFMEN216TB-1T-1P-5WBFSTAIR 3215RB-1RF-4,RST-1P-1CPT-4CPT-5WD-2WD-2WD-2AP-1WD-2AP-1MP-4MP-4CPT-4CPT-15MP-4MP-4CPT-5AP-1MP-4AP-1W D -2WD-2MP-4AP-1AP-1MP-4MP-4AP-1WD-2WD-2MP-4WD-2MP-4MP-4WD-2WD-2MP-4WD-2WT-10WD-2WD-2WT-10WD-2WD-2WD-2WD-2MP-4MP-4MP-4MP-4WD-2MP-4MP-4WT-2WT-2WT-1WT-1WBFWOMEN217TB-1T-1P-5AP-1AP-1AP-1AP-1A P -1
AP-1AP-1W T -1WT-1M P -4
M P -4
M P -4
M P -4A P -1
A P -1
A P -1
CPT-4CPT-5CPT-4CPT-5CPT-15CPT-1CPT-5CPT-4CPT-5CPT-4WBFPREFUNCTION230MB-1CPT-4,5P-1WBFCORRIDOR214MB-1CPT-4P-1WBFHOUSEKEEPING(DRY)241RB-1CPT-14P-1WBFCATERINGMEETING242RB-1CPT-14P-1WBFCATERING OFFICE243RB-1CPT-14P-1A.SEE SHEET A8.1.1 FOR FINISH MATERIAL SCHEDULE.B.CONTRACTOR SHALL PROVIDE ALL INTERIOR FINISHES AS SPECIFIEDHEREIN. LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING SHALL BENOTIFIED OF ANY DISCREPANCIES OR OMISSIONS PRIOR TOPROCEEDING WITH WORK.C.ALL INTERIOR FINISHES SHALL HAVE A CLASS A FLAME SPREADRATING.D.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ACCURACYOF HIS MEASUREMENTS AND TOTAL YARDAGE REQUIREMENTS TO BEFURNISHED. NO REQUESTS FOR MATERIALS OR INSTALLATIONEXTRAS WILL BE CONSIDERED DUE TO MEASUREMENT OR TAKEOFFERRORS BY CONTRACTOR. REFER TO ARCH. PLANS FOR ALLDIMENSIONS.E.VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1" FOR EVERY 10'-0" SHALLBE LEVELED BY CONTRACTOR. LEVELING SHALL BE COMPLETED WITHFLOOR READY TO RECEIVE NEW FINISHES AS SPECIFIED.CONTRACTOR SHALL VERIFY SLAB CONDITION PRIOR TO BIDSUBMISSION.F.ALL MISCELLANEOUS GRILLES, PLATES, OR OTHER DEVICES SHALL BEPAINTED TO MATCH THE WALL OR CEILING IN WHICH THEY AREINSTALLED.G. PROVIDE MINIMUM 3-COAT PAINT SYSTEMS AS SPECIFIED FOR EACHSUBSTRATE WITH P-1 AS THE FIELD COLOR UNLESS OTHERWISENOTED; REFER TO FINISH PLAN FOR COLORS AND LOCATIONS.PROVIDE SHEENS AS FOLLOWS, WALLS AND SOFFITS SHALL BE SEMI-GLOSS LOW SHEEN, GWB CEILINGS SHALL BE FLAT, TRIM AND BASESHALL BE SEMI-GLOSS AND EXPOSED CEILINGS TO RECEIVE PAINTSHALL BE INTEMESCENT, UNLESS OTHERWISE NOTED.H.CLEAN HVAC DIFFUSERS, DRAPERY POCKETS, FIRE EXTINGUISHERCABINET, AND SPEAKER GRILLS. DO NOT PAINT EQUIPMENT, UNLESSOTHERWISE NOTED.I.PROVIDE EPOXY GROUT AT ALL TILE IN FOOD SERVICES AREAS.J.ALL STAINLESS STEEL WALL PANELS NOTED IN FOOD SERVICE AREASSHALL BE PROVIDED AS PART OF THE EQUIPMENT PACKAGE AND ARESHOWN ONLY FOR REFERENCE, SEE FS DWGS.K.INTERIOR GLASS AT ALL OFFICES AND OFFICE SUITE ENTRIES SHALLRECIEVE A 4'-0" WIDE STRIPE OF VINYL FILM (VF-1) FOR PRIVACY.09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.1.2CFINISH PLAN - LEVEL 02- REGION CCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A8.1.2C1FINISH PLAN - LEVEL 02 - REGION CGENERAL NOTESKEY PLANSHEET KEYNOTESF1 ALIGNF2 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN WITHADHESIVE BACKED STENCIL, FINAL LAYOUT TBDF3 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN, FINALLAYOUT TBDF4 CARPET TILES INSTALLED ON TOP OF SPECIFIED FLOOR ASFLOATING RUGNO. REASON DATEABCD
UPFECFECFECFECGGG FEWBFGREEK LIFE OPENOFFICE256RB-1CPT-13P-1WBFGROWTH/ SM MTG254WB-1CPT-8P-4WBFINTL OPEN OFFICE275WD-1CPT-13P-1WBFGREEK LIFE EXEC.OFFICE258RB-1CPT-13P-1WBFSM MEETING260WB-1CPT-13P-4WBFSGA OPEN OFFICE264RB-1CPT-13P-1WBFSGA EXEC. OFFICE265RB-1CPT-13P-1WBFSM MEETING266WD-1CPT-13P-4WBFSM MEETING270WD-1CPT-13P-4WBFCONFERENCE268RB-1CPT-10P-2WBFCAB EXEC. OFFICE273RB-1CPT-13P-1WBFCAB OPENOFFICE272RB-1CPT-13P-1WBFCAB PREP ROOM274RB-1CPT-13P-1WBFGRAD ASST - INTL276RB-1CPT-13P-1WBFSGA STORAGE271RB-1VCT-1P-1WBFCABSTORAGE251RB-1VCT-1P-1WBFGRAD ASST -PROGRAM269RB-1CPT-13P-1WBFGRAD ASST - SGA267RB-1CPT-13P-1WBFASST. DIRECTORGREEK LIFE263RB-1CPT-13P-1WBFDIRECTOR STUDENTACTIVITIES261RB-1CPT-13P-1WBFASST. DIRECTORSTUDENT AFFAIRS259RB-1CPT-13P-1CHASE278WBFELECT./ IT208RB-1CON-5P-1WBFMEN206TB-1T-1P-5WBFWOMEN207TB-1T-1P-5WBFCORRIDOR205WB-1CPT-1P-1WBFEVENT STORAGE245RB-1VCT-1P-1WBFCATERING KITCHEN232FAR-1FAR-1FRP-1WBFFREEZER237FAR-1FAR-1--WBFSTAIR 2211RB-1RF-4,RST-1P-1WBFELEVATOR209SSRF-4SSWBFCOPY/ SUPPLY255RB-1LVT-1P-1WT-1WT-2WT-2WT-2WT-1P-3WD-1WD-1WD-1WD-1W D -1 WBFSTORAGE/STAGING253RB-1LVT-1P-1WBFGRAD ASST - GREEKLIFE257RB-1CPT-13P-1CPT-10CPT-18WBFLINEN STORAGE246RB-1VCT-1P-1WBFCORRIDOR239RB-1VCT-1P-1WBFOFFICE244RB-1CPT-14P-1WBFPOT WASH238FAR-1FAR-1FRP-1WBFSTORAGE235RB-1VCT-1P-1WBFCORRIDOR210RB-1RF-4P-1WBFMOP & TRASH234FAR-1FAR-1FRP-1WBFCORRIDOR233RB-1LVT-1P-1WBFCOOLER236FAR-1FAR-1--CPT-18CPT-15P-2P-9P-9W T -1 0WT-3CPT-8CPT-8CPT-1WBFSTUDENTINVOLVEMENT252WB-1CPT-8,10,18P-1GB-1P-2P-2P-2GB-1GB-1GB-1GB-1GB-1A.SEE SHEET A8.1.1 FOR FINISH MATERIAL SCHEDULE.B.CONTRACTOR SHALL PROVIDE ALL INTERIOR FINISHES AS SPECIFIEDHEREIN. LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING SHALL BENOTIFIED OF ANY DISCREPANCIES OR OMISSIONS PRIOR TOPROCEEDING WITH WORK.C.ALL INTERIOR FINISHES SHALL HAVE A CLASS A FLAME SPREADRATING.D.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ACCURACYOF HIS MEASUREMENTS AND TOTAL YARDAGE REQUIREMENTS TO BEFURNISHED. NO REQUESTS FOR MATERIALS OR INSTALLATIONEXTRAS WILL BE CONSIDERED DUE TO MEASUREMENT OR TAKEOFFERRORS BY CONTRACTOR. REFER TO ARCH. PLANS FOR ALLDIMENSIONS.E.VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1" FOR EVERY 10'-0" SHALLBE LEVELED BY CONTRACTOR. LEVELING SHALL BE COMPLETED WITHFLOOR READY TO RECEIVE NEW FINISHES AS SPECIFIED.CONTRACTOR SHALL VERIFY SLAB CONDITION PRIOR TO BIDSUBMISSION.F.ALL MISCELLANEOUS GRILLES, PLATES, OR OTHER DEVICES SHALL BEPAINTED TO MATCH THE WALL OR CEILING IN WHICH THEY AREINSTALLED.G. PROVIDE MINIMUM 3-COAT PAINT SYSTEMS AS SPECIFIED FOR EACHSUBSTRATE WITH P-1 AS THE FIELD COLOR UNLESS OTHERWISENOTED; REFER TO FINISH PLAN FOR COLORS AND LOCATIONS.PROVIDE SHEENS AS FOLLOWS, WALLS AND SOFFITS SHALL BE SEMI-GLOSS LOW SHEEN, GWB CEILINGS SHALL BE FLAT, TRIM AND BASESHALL BE SEMI-GLOSS AND EXPOSED CEILINGS TO RECEIVE PAINTSHALL BE INTEMESCENT, UNLESS OTHERWISE NOTED.H.CLEAN HVAC DIFFUSERS, DRAPERY POCKETS, FIRE EXTINGUISHERCABINET, AND SPEAKER GRILLS. DO NOT PAINT EQUIPMENT, UNLESSOTHERWISE NOTED.I.PROVIDE EPOXY GROUT AT ALL TILE IN FOOD SERVICES AREAS.J.ALL STAINLESS STEEL WALL PANELS NOTED IN FOOD SERVICE AREASSHALL BE PROVIDED AS PART OF THE EQUIPMENT PACKAGE AND ARESHOWN ONLY FOR REFERENCE, SEE FS DWGS.K.INTERIOR GLASS AT ALL OFFICES AND OFFICE SUITE ENTRIES SHALLRECIEVE A 4'-0" WIDE STRIPE OF VINYL FILM (VF-1) FOR PRIVACY.09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.1.2DFINISH PLAN - LEVEL 02- REGION DCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A8.1.2D1FINISH PLAN - LEVEL 02 - REGION DGENERAL NOTESKEY PLANSHEET KEYNOTESF1 ALIGNF2 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN WITHADHESIVE BACKED STENCIL, FINAL LAYOUT TBDF3 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN, FINALLAYOUT TBDF4 CARPET TILES INSTALLED ON TOP OF SPECIFIED FLOOR ASFLOATING RUGNO. REASON DATEABCD
T24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"FECWBFTHE OASIS196MB-1CMT-1,2,3,4P-1111111222223 3333333444444' - 7"FINISH LEGEND1: CMT-12: CMT-23: CMT-34: CMT-4FINISH PATTERN TYP.4' - 4"3' - 0"AAX.8XWBBCCBB.5W.5WBFPROJECTION ROOM301RB-1CPT-11P-1AP-3AP-3WD-2LVT-1WD-2ASC-1AP-3CPT-11CPT-11LVT-1CPT-11LVT-1CPT-11AWC-1AWC-1A.SEE SHEET A8.1.1 FOR FINISH MATERIAL SCHEDULE.B.CONTRACTOR SHALL PROVIDE ALL INTERIOR FINISHES AS SPECIFIEDHEREIN. LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING SHALL BENOTIFIED OF ANY DISCREPANCIES OR OMISSIONS PRIOR TOPROCEEDING WITH WORK.C.ALL INTERIOR FINISHES SHALL HAVE A CLASS A FLAME SPREADRATING.D.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ACCURACYOF HIS MEASUREMENTS AND TOTAL YARDAGE REQUIREMENTS TO BEFURNISHED. NO REQUESTS FOR MATERIALS OR INSTALLATIONEXTRAS WILL BE CONSIDERED DUE TO MEASUREMENT OR TAKEOFFERRORS BY CONTRACTOR. REFER TO ARCH. PLANS FOR ALLDIMENSIONS.E.VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1" FOR EVERY 10'-0" SHALLBE LEVELED BY CONTRACTOR. LEVELING SHALL BE COMPLETED WITHFLOOR READY TO RECEIVE NEW FINISHES AS SPECIFIED.CONTRACTOR SHALL VERIFY SLAB CONDITION PRIOR TO BIDSUBMISSION.F.ALL MISCELLANEOUS GRILLES, PLATES, OR OTHER DEVICES SHALL BEPAINTED TO MATCH THE WALL OR CEILING IN WHICH THEY AREINSTALLED.G. PROVIDE MINIMUM 3-COAT PAINT SYSTEMS AS SPECIFIED FOR EACHSUBSTRATE WITH P-1 AS THE FIELD COLOR UNLESS OTHERWISENOTED; REFER TO FINISH PLAN FOR COLORS AND LOCATIONS.PROVIDE SHEENS AS FOLLOWS, WALLS AND SOFFITS SHALL BE SEMI-GLOSS LOW SHEEN, GWB CEILINGS SHALL BE FLAT, TRIM AND BASESHALL BE SEMI-GLOSS AND EXPOSED CEILINGS TO RECEIVE PAINTSHALL BE INTEMESCENT, UNLESS OTHERWISE NOTED.H.CLEAN HVAC DIFFUSERS, DRAPERY POCKETS, FIRE EXTINGUISHERCABINET, AND SPEAKER GRILLS. DO NOT PAINT EQUIPMENT, UNLESSOTHERWISE NOTED.I.PROVIDE EPOXY GROUT AT ALL TILE IN FOOD SERVICES AREAS.J.ALL STAINLESS STEEL WALL PANELS NOTED IN FOOD SERVICE AREASSHALL BE PROVIDED AS PART OF THE EQUIPMENT PACKAGE AND ARESHOWN ONLY FOR REFERENCE, SEE FS DWGS.K.INTERIOR GLASS AT ALL OFFICES AND OFFICE SUITE ENTRIES SHALLRECIEVE A 4'-0" WIDE STRIPE OF VINYL FILM (VF-1) FOR PRIVACY.09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.1.3ENLARGED FINISHPLANSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A8.1.31FINISH PLAN - LEVEL 01 - BOAR'S HEAD 1/8" = 1'-0"A8.1.32FINISH PLAN - UPPER CINEMA LEVEL AND PROJECTION ROOMNO. REASON DATEGENERAL NOTESSHEET KEYNOTESF1 ALIGNF2 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN WITHADHESIVE BACKED STENCIL, FINAL LAYOUT TBDF3 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN, FINALLAYOUT TBDF4 CARPET TILES INSTALLED ON TOP OF SPECIFIED FLOOR ASFLOATING RUG
C7DDDA8.1.556A8.1.57C.99' - 4"5' - 1"6' - 2 21/64"A8.1.52A8.1.53A8.1.54QUARTZ COUNTERTOP, QZ-1RESIN PANELS, BUTT JOINTED, RP-1METAL BASE, MB-2WOOD PLANKSQUARTZ TRANSACTION, QZ-1QUARTZ TRIM, QZ-13' - 0"6"3' - 0"QUARTZ COUNTERTOP, QZ-1RESIN PANELS, BUTT JOINTED, RP-1METAL BASE, MB-2WOOD PLANKSQUARTZ TRIM, QZ-1QUARTZ COUNTERTOP, QZ-1RESIN PANELS, BUTT JOINTED, RP-1METAL BASE, MB-2WOOD PLANKSQUARTZ TRANSACTION, QZ-1QUARTZ TRIM, QZ-13' - 0"6"QUARTZ COUNTERTOP, QZ-1PLYWOOD PANEL WITH LAMINATE, PL-3RUBBER BASE, RB-1CORIAN WORSURFACE, WHITE3' - 0"QUARTZ COUNTERTOP, QZ-1PLYWOOD PANEL WITH LAMINATE, PL-3RUBBER BASE, RB-1WOOD PLANKSCORIAN WORSURFACE, WHITE6"2' - 6"4"2' - 8"6"11' - 0"6"QUARTZ COUNTERTOP, QZ-1PLYWOOD PANEL WITH LAMINATE, PL-3RUBBER BASE, RB-1WOOD PLANKSCORIAN WORSURFACE, WHITE2' - 6"6"6"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.1.5ENLARGED CASEWORKPLAN & ELEVATIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADesigner 1/4" = 1'-0"A8.1.51ENLARGED CASEWORK PLAN - LEVEL 1 - MAIN RECEPTION DESK 1/4" = 1'-0"A8.1.52CASEWORK ELEVATION - RECEPTION DESK - FRONT 1/4" = 1'-0"A8.1.53CASEWORK ELEVATION - RECEPTION DESK - SIDE N 1/4" = 1'-0"A8.1.54CASEWORK ELEVATION - RECEPTION DESK - SIDE S 1/4" = 1'-0"A8.1.55CASEWORK ELEVATION - RECEP DESK WS 1/4" = 1'-0"A8.1.56CASEWORK ELEVATION - RECEP DESK WS N 1/4" = 1'-0"A8.1.57CASEWORK ELEVATION - RECEP DESK WS SNO. REASON DATE
CUSTOMGRAPHIC VINYLWALLCOVERINGWALL TILEROLLED STEEL TRIMWITH EXPOSEDFASTENERS, PR-3GWB,PAINTED P-6ALUMINUMTRIM, PR-26"1' - 6 1/2"METAL BASEWOOD TRIMSTACKED,PAINTED P-1GWB, PAINTED P-67' - 4"2' - 4 59/256"5' - 3 1/8"17' - 1 3/8"9' - 2 1/2"FOOD SERVICEMILLWORK, SEE FSDWGS.PENDANT LIGHT, SEEELECTRICALPENDANT LIGHT, SEEELECTRICAL6' - 0"OPENINGFOR EQUIP.,SEE FSDWGS.12' - 0"13' - 0"11 3/4"24' - 7 21/32"3' - 6 129/256"5' - 1 33/64"3' - 6 1/4"11' - 0"8"4"WOOD PLANKSSURFACE APPLIEDMETAL BASEWOOD TRIMSTACKED,PAINTED P-1BUILT-IN POS STATION,SEE FS DWGS.OPEN TO DELI & CAFEGWB, PAINTED P-6WOOD VENEERPANEL ON ZCLIPSMETAL BASECONCEALLEDPOCKET FOR METALMESH SCREENASSEMBLYROLLED STEEL TRIMSECURED WITHEXPOSED FASTENERS1' - 0"1' - 8"GWB, PAINTED P-66' - 0"12' - 0"WOOD PLANKSURFACE APPLIEDMETAL BASEWOOD TRIMSTACKED,PAINTED P-1FOOD SERVICEMILLWORK, SEEFS DWGS.GWB, PAINTED P-6OPEN TO DECKOPENING FOR EQUIP.,SEE FS DWGS.WOOD PLANKSSURFACE APPLIEDMETAL BASEOPENROLLED STEEL TRIMSECURED WITHEXPOSED FASTENERSGWB, PAINTED P-6OPERABLE PARTITION,SEE FS DWGS.GWB, PAINTED P-6FOOD SERVICEMILLWORK,SEE FS DWGS.8"11' - 0"3' - 6 1/4"GWB, PAINTED P-6METAL BASEROLLED STEEL TRIMSECURED WITHEXPOSED FASTENERSOPERABLE PARTITION,SEE FS DWGS.FOOD SERVICEMILLWORK,SEE FS DWGS.FOOD SERVICEMILLWORK,SEE FS DWGS.24' - 0 13/32"3' - 6 1/4"10'-11"1"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.2.1INTERIOR ELEVATIONS- LEVEL 1 - REGION A -OASIS DELI & CAFECAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A8.2.14CINTERIOR ELEVATION - OASIS DELI & CAFE - S 1/4" = 1'-0"A8.2.11AINTERIOR ELEVATION - OASIS DELI & CAFE - ENTRY 1/4" = 1'-0"A8.2.16CINTERIOR ELEVATION - OASIS DELI & CAFE - W 1/4" = 1'-0"A8.2.11CINTERIOR ELEVATION - OASIS DELI & CAFE - E 1/4" = 1'-0"A8.2.15AINTERIOR ELEVATION - OASIS DELI & CAFE - NNO. REASON DATE
ROLLED STEELMETAL TRIM ON SIDESAND TOP OFOPENING, PR-3GWB, PAINTED P-6WATER FOUNTAIN,SEE PLUMBINGGWB, PAINTED P-6WALL TILEOPEN12' - 0"METAL BASEFINISH TRANSITIONUPHOLSTERED SEATAND BACK, UPH-1WOOD PLANKS, WD-1GWB, PAINTED P-61EA5.1.2120' - 7 15/16"20' - 7 239/256"WALL SCONCE,SEE ELEC.SCREEN, NIC,COORDINATE W/ AVCONSULTANT.GWB, PAINTED P-1VINYL WALL COVERINGMETAL BASE12' - 0"9' - 0"EQ3' - 3"3' - 3"3' - 3"3' - 3"3' - 3"EQEQ3' - 3"3' - 3"3' - 3"3' - 3"3' - 3"EQ5'-9"FINISH TRANSITIONMETAL PANELSCREEN, NIC.COORDINATE W/ AVCONSULTANT.CONDUIT TO CEILINGLIGHTS IN DECORATIVELAYOUT, SEE RCPGWB, PAINTED P-6METAL BASE12' - 0"GWB, PAINTED P-65' - 0"2' - 6"2' - 0"38' - 0"DIMENSIONAL WOODWALL PANEL12' - 0"GWB, PAINTED P-6PLYWOOD WALLPANEL WITH WOODVENEER ON ZCLIPSSOLID WOOD TRIMMETAL BASE7' - 0"METAL PANELSYSTEM5' - 8"6' - 0"4"3' - 0"6' - 0 1/4"2' - 7 3/4"1/4"TYP.2' - 0"19' - 9 3/8"METAL BASEGWB, PAINTEDP-1GWB, PAINTED P-612' - 0"1' - 6"WOOD PLANK,WD-1CUSTOM VINYLWALLCOVERINGMETAL BASE24'-2"GWB, PAINTED P-1INTERIOR GLASSSYSTEMGWB PORTALAROUND GLASSSYSTEM, PAINTED P-83EA5.1.214EA5.1.215EA5.1.21GWB, PAINTED P-112' - 0"GWB,PAINTED P-6METAL BASEFINISHTRANSITION10' - 0"6"1' - 6"METAL BASE1' - 7 1/8"4 7/8"52' - 0"1' - 4"8"3' - 9 1/4"4' - 0"5' - 1 1/4"4' - 0"2' - 0"RUBBER BASEGWB, PAINTEDGLASSBOARD MTD.ON STAND-OFFSRUBBER BASEGWB, PAINTEDSCREEN NIC,COORDINATE WITHAV CONSULTANT5' - 6"EQEQWOOD VENEER WALLPANEL ON ZCLIP, CONTINUEMETAL STUD TO DECK TOSTABLIZE WOOD SCREENMETAL CEILING SYSTEMPENDANT LIGHT ONTRACK, SEE ELECTRICALSOLID WOOD SLAT,STAINED TO MATCH WD-4SOLID WOOD BASE,STAINED TO MATCH WD-4EXPOSED METAL STUD,PAINTED P-62' - 0"2' - 0"1' - 0"6' - 0"1' - 0"1' - 0"6' - 0"1' - 0"2' - 0"2' - 0"6"2' - 10"1' - 2"4' - 0"1' - 2"2' - 6"4"SINK, SEEPLUMBING DWGSBASE CABINET WITHPLASTIC LAMINATE,PL-1 ATTACHED TOEKICK TO MEET ADAREQS.SOLID SURFACECOUNTERTOP ANDBACKSPLASH, SSM-1INTERIORGLASSSYSTEMRUBBER BASEGWB, PAINTEDSCREEN NIC,COORDINATE WITH AVCONSULTANT3AA8.3.1sim3CA8.3.1sim3' - 0"2' - 0"2' - 10"5' - 6"3' - 3"CLR2' - 2 1/8"UPPER CABINET WITHPLASTIC LAMINATE, PL-11EA8.3.1simw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.2.2INTERIOR ELEVATIONS- LEVEL 1 - REGION A -OASIS LOUNGE,GAMING, GMRCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A8.2.27DINTERIOR ELEVATION - OASIS RESTROOMS 1/4" = 1'-0"A8.2.21DINTERIOR ELEVATION - OASIS LOUNGE FIREPLACE 1/4" = 1'-0"A8.2.25CINTERIOR ELEVATION - GAMING SCREENS 1/4" = 1'-0"A8.2.25AINTERIOR ELEVATION - CORRIDOR N 1/4" = 1'-0"A8.2.21CINTERIOR ELEVATION - GAMING S 1/4" = 1'-0"A8.2.21AINTERIOR ELEVATION - GMR'S 1ST FLOOR 1/4" = 1'-0"A8.2.23FINTERIOR ELEVATION - TYP. GMR AT GB 1/4" = 1'-0"A8.2.21FINTERIOR ELEVATION - TYP. GMR AT SCREEN 1/4" = 1'-0"A8.2.25DINTERIOR ELEVATION - OASIS LOUNGE WOOD SCREEN 1/4" = 1'-0"A8.2.25FINTERIOR ELEVATION - CU TIMESNO. REASON DATE
INTERIOR GLASS SYSTEMGWB, PAINTED P-8 TO MATCHADJ. CUSTOM GRAPHICS(UNDERSIDE OF SOFFIT)CUSTOM GRAPHIC VINYLWALLCOVERING, SEEGRAPHICS PACKAGERUBBER BASEGWB, PAINTED P-6GWB, PAINTED P-8 TO MATCHADJ. CUSTOM GRAPHICSRUBBER BASE12' - 0"FINISH TRANSITIONGWB, PAINTEDP-1P-6WC-1P-612' - 0"PENDANT LIGHT,SEE ELECTRICALCEILING FAN, SEE MECHANICAL11' - 0"VINYL WALLCOVERING WITHCUSTOM GRAPHICS, SEEGRAPHICS PACKAGEGYP BD, PAINTED P-8 TOMATCH BACKGROUND OFADJ. CUSTOM GRAPHICS(UNDERSIDE OF SOFFIT)BUILT-IN BASE DRAWERCABINETS, FACE TO MATCHBACKGROUND OF CUSTOMGRAPHICS10' - 0"EQEQ6' - 0"EQEQ12' - 0"RUBBER BASE5CA8.3.1SIMSCREEN NIC., COORDINATEWITH AV CONSULTANTINTERIOR GLASSSYSTEM1DA5.1.215AA5.1.237' - 7"8' - 6"SCREEN NIC.,COORDINATE WITHAV CONSULTANTRUBBER BASEINTERIOR GLASSSYSTEMFINISH TRANSITIONGWB, PAINTED P-1GWB, PAINTED P-6WC-1P-6INDUSTRIALMETAL STAIR1' - 8"19' - 10"GWB, PAINTEDPLYWOOD PANELWITH WOODVENEER ON ZCLIP5' - 2 1/4"4' - 9 3/4"8' - 0"4 1/2"4' - 9 3/4"4' - 9 3/4"2' - 0"GWB,PAINTED P-81/2" WOODREVEAL, TYP.METAL BASE, MB-1METAL BASE, MB-1RUBBER BASEINTERIOR GLASS SYSTEMGWB, PAINTED P-8(UNDERSIDE OF SOFFIT)CUSTOM GRAPHIC VINYLWALLCOVERINGRUBBER BASE, RB-3GWB PAINTED, P-8, TOMATCH ADJ. CUSTOMGRAPHICSGWB, PAINTED P-612' - 0"9' - 6"10' - 0"METAL LOCKERS,QTY. 721"6' - 0"1"1"4"7 1/2"1"12' - 0"1"56' - 0 5/8"17' - 11"2' - 0"10' - 0"METAL LOCKERS, QTY. 721"12' - 0"1"7 1/2"1"6' - 0"1"1"4"12' - 0"CUSTOM GRAPHIC VINYLWALLCOVERING, SEEGRAPHICS PACKAGERUBBER BASE, RB-3WC-1P-6GWB, PAINTED P-6FINISH TRANSITIONFRAMELESS MIRROR12' - 0"25' - 0"EQEQRUBBER BASEGWB, PAINTEDP-1P-6FINISH TRANSITION7' - 0"1' - 2"GWB, PAINTEDFRAMELESS MIRRORRUBBER BASEGWB, PAINTED P-1FINISH TRANSITIONGWB, PAINTED P-612' - 0"7' - 0"1' - 2"EQEQ20' - 0"P-1P-6PENDANT LIGHT,SEE ELECTRICAL12' - 0"CEILING FAN,SEE MECHANICAL11' - 0"GWB,PAINTED P-84" METALBASEGWB, PAINTED P-8INTERIOR GLASS SYSTEM2' - 0"4' - 9 3/4"5' - 2 1/4"PLYWOOD PANELWITH WOODVENEER ON ZCLIP4" METAL BASE4" METAL BASEGWB, PAINTED P-11/2" WOODREVEAL, TYP.1' - 6 141/256"6' - 7 191/256"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.2.3INTERIOR ELEVATIONS- LEVEL 1 - REGION A -FITNESSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A8.2.31AINTERIOR ELEVATION - FITNESS 1ST FLOOR N 1/4" = 1'-0"A8.2.35CINTERIOR ELEVATION - FITNESS 1ST FLOOR RECEPTION BACK 1/4" = 1'-0"A8.2.31CINTERIOR ELEVATION - FITNESS STAIR 1/4" = 1'-0"A8.2.31EINTERIOR ELEVATION - FITNESS 2ND FLOOR N 1/4" = 1'-0"A8.2.34CINTERIOR ELEVATION - FITNESS - LOCKERS 1/4" = 1'-0"A8.2.34DINTERIOR ELEVATION - FITNESS - MIRRORS 1/4" = 1'-0"A8.2.37DINTERIOR ELEVATION - FITNESS MULTI-PURPOSE 1/4" = 1'-0"A8.2.37CINTERIOR ELEVATION - FITNESS 1ST FLOOR AT MAIN HALL 1/4" = 1'-0"A8.2.37AINTERIOR ELEVATION - FITNESS 1ST FLOOR ENTRYNO. REASON DATE
FRONT & TOP ENCLOSEDWALL TILEMETAL WALLPANEL ON ZCLIPGWB, PAINTED P-6METAL TRIM, PR-35EA5.1.21OPEN STUDY BEYOND6' - 1 3/8"13' - 10 5/8"14' - 8"1' - 7"17' - 0"16' - 10 255/256"4' - 2"2' - 9"16' - 3"5' - 4"OPEN STUDY BEYONDMETAL BASEGWB, PAINTEDWOOD VENEER PANEL CEILINGGWB, PAINTED P-6METAL BASEWOOD VENEER WALLPANELS ON ZCLIPSWOOD PLANKSSURFACE MTD1/2" WOOD REVEALWOOD VENEER WALLPANELS ON ZCLIPSMETAL BASE8"10' - 6"GWB, PAINTED P-8GWB, PAINTED P-1SCREEN NIC, COORDINATEWITH AV CONSULTANT7' - 7 1/8"3' - 10 7/8"7' - 5 3/4"3' - 6 1/4"4"8"10' - 8"4"12' - 0"GWB, PAINTEDMETAL PANELS BUTT-JOINTED ON ZCLIPSWOOD PLANK SURFACEAPPLIED, WD-74" METAL BASEGWB, PAINTED P-1INTERIOR GLASSSYSTEMOPEN TO RESIDENTIALDINING BEYONDELECTRONIC OPTICALTURNSTILE, SEE ELECTRICALFOOD SERVICEMILLWORK, SEE FS DWGS.ALUMINUM TRIM, PR-ROLLED STEEL TRIM WITHEXPOSED FASTENERSWALL TILEROLLED STEEL TRIM WITHEXPOSED FASTENERSSCREEN NIC, COORDINATEWITH AV CONSULTANTROLLED STEEL TRIM ON EITHERSIDE OF METAL PANELS4" METAL BASE4" METAL BASEOPEN TO CORRWOOD PLANKSSURFACE APPLIED3' - 6"5' - 3 1/2"6"6' - 6"4"11' - 8"0"4"1' - 10"4' - 0"4' - 0"1' - 10"10' - 11"6"1/4" ROLLEDSTEEL TRIM10' - 0"CUSTOM RECEPTION DESK,SEE CASEWORK ELEVATIONSWALL TILEWOOD PLANKSSURFACE APPLIEDCUSTOMRECEPTIONDESK, SEECASEWORKELEVATIONSGWB, PAINTED4" METAL BASE10' - 0"12' - 0"6"11' - 6"WALL SCONCE,SEE ELECTRICALQUARTZ COUNTERTOP ANDWATERFALL EDGE, QZ-33' - 6"3' - 6 1/16"6' - 0"4' - 1"3' - 11"12' - 0"12' - 0"WOOD VENEER WALLPANELS ON ZCLIPS4" METAL BASEGWB, PAINTEDWOOD VENEERWALL PANELSON ZCLIPSGLASS RAILINGWITH ANODIZEDALUM HANDRAILWOOD VENEERWALL PANELSON ZCLIPS4" METAL BASEWOOD VENEERWALL PANELSON ZCLIPS4" METAL BASEOPENOPENOPENOPENOPENOPENGWB, PAINTEDWOOD VENEERWALL PANELSON ZCLIPSGWB, PAINTEDWOOD VENEER WALLPANELS ON ZCLIPS4" METAL BASEGLULAM TRUSS,SEE STRUCTURALGWB, PAINTED09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.2.4INTERIOR ELEVATIONS- LEVEL 1 - REGION B -MAIN HALLCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A8.2.43BINTERIOR ELEVATION - MAIN HALL OASIS ENTRY & ELEVATORS 1/4" = 1'-0"A8.2.41AINTERIOR ELEVATION - MAIN HALL RES. DINING ENTRY & MAIN RECEPTION 1/4" = 1'-0"A8.2.41BINTERIOR ELEVATION - RESTROOM ENTRANCE 1/4" = 1'-0"A8.2.41DINTERIOR ELEVATION - MAIN HALL AT GRAND STAIRNO. REASON DATE
FRONT & TOP ENCLOSED4" METAL BASE, MB-2PLASTIC LAMINATE, PL-2QUARTZCOUNTERTOP, QZ-1RECLAIMED WOODPLANKSPENDANT LIGHTS,SEE ELECTRICALFOOD SERVICE MILLWORK,SEE FS DWGS.7' - 6"WALL TILEHOOD7' - 0"4" METAL BASE, MB-2 TYP.PLASTIC LAMINATE, PL-2QUARTZCOUNTERTOP, QZ-1FOOD SERVICE MILLWORK,SEE FS DWGS., TYP.WALL TILEPLASTICLAMINATE, PL-2QUARTZCOUNTERTOP, QZ-1ROLLED STEELEND CAPPLASTICLAMINATE, PL-2QUARTZCOUNTERTOP, QZ-1HEAT LAMP,SEE FS DWGS.SCREEN NIC, COORDINATEWITH AV CONSULTANTROLLED STEEL TRIMGWB, PAINTED P-6LINEAR LIGHT MTD TO MTLSTUD FRAME, SEE ELECTRICALACOUSTICAL BAFFLE, MTDTO MTL STUD FRAMEWALL TILE3' - 6"3' - 6"FOOD SERVICE MILLWORK,SEE FS DWGS. TYP.4" METAL BASE, MB-2 TYP.PLASTIC LAMINATE, PL-1QUARTZCOUNTERTOP, QZ-1WALL TILEWALL TILEWALL TILEQUARTZ COUNTERTOP, QZ-1WALL TILEHOOD, SEE MECHANICAL3' - 6"SS PANEL,SEE FS DWGS.3' - 0"8' - 0"9' - 0"OPEN TO CORRFOOD SERVICE MILLWORK,SEE FS DWGS.GWB, PAINTED P-6GWB, PAINTED P-1FINISH TRANSITIONP-1P-64" METAL BASE, MB-2 TYP.PLASTICLAMINATE, PL-2QUARTZCOUNTERTOP, QZ-2GWB, PAINTED P-6WALL TILEPENDANT LIGHT MOUNTEDWITH METAL CONDUIT,SEE ELECTRICALFOOD SERVICE MILLWORK,SEE FS DWGS.1' - 0"10' - 0"WALL TILESCREEN NIC, COORDINATEWITH AV CONSULTANTPENDANT LIGHTING,SEE ELECTRICALINTERIOR GLASS SYSTEMGWB, PAINTEDQUARTZ COUNTERTOP, QZ-3GWB, PAINTED P-13' - 6"11' - 0"7' - 7"GWB, PAINTED P-6P-1P-612' - 0"FINISH TRANSITION4" METAL BASESUSPENDEDMETAL CEILING8' - 0"4" METAL BASE, MB-2 TYP.PLASTIC LAMINATE, PL-2QUARTZ COUNTERTOP, QZ-1FOOD SERVICE MILLWORK,SEE FS DWGS., TYP.SCREEN NIC, COORDINATEWITH AV CONSULTANTWALL TILECUSTOM PERFORATEDMETAL SIGNAGE, SEESIGNAGE PACKAGESCREEN NIC, COORDINATEWITH AV CONSULTANT9' - 8"6' - 0"7' - 10"3 1/2"9' - 8"5"8"10' - 11"4" METAL BASE, TYP.FOOD SERVICE MILLWORK,SEE FS DWGS., TYP.SCREEN NIC, COORDINATEWITH AV CONSULTANTROLLED STEEL TRIM WITHEXPOSED FASTENERSGWB, PAINTED P-6PLASTICLAMINATE, PL-2QUARTZCOUNTERTOP, QZ-1WALL TILERECLAIMED WOOD SURFACEAPPLIEDWALL TILEMETAL END CAPON MTL CEILINGCOMMERCIALHOOD, SEEMECHANICAL4" METAL BASE, MB-2 TYP.PLASTIC LAMINATE, PL-2QUARTZ COUNTERTOP, QZ-1WALL TILE, WT-4QUARTZ SURFACE, QZ-1QUARTZ CONTERTOP &WATERFALL EGDE, QZ-2QUARTZ SURFACE, QZ-2WALL TILEINTERIOR GLASS SYSTEMSTACKED WOOD LOGSQUARTZ COUNTERTOP, QZ-1PLASTIC LAMINATE, PL-2COMMERCIAL HOOD,SEE MECHANICALWALL TILE, WT-4QUARTZ SURFACE, QZ-1GYP. BD., PAINTED P-6SCREEN NIC, COORDINATE WITH AVCONSULSTANTMETAL CEILING SYSTEMCOMMERCIAL HOOD,SEE MECHANICALSUSPENDEDACOUSTICAL BAFFLE4" METAL BASE, MB-2 TYP.FOOD SERVICEMILLWORK, SEE FSDWGS., TYP.GWB, PAINTED P-6WALL TILEOPEN TO CORRWALL TILEWALL TILEPLASTICLAMINATE, PL-2QUARTZCOUNTERTOP, QZ-1WALL TILEPLASTICLAMINATE, PL-2QUARTZCOUNTERTOP, QZ-1HOOD, SEEMECHANICALMETAL END CAP ASPART OF METAL CEILINGFOOD SERVICEMILLWORK, SEE FSDWGS., TYP.GWB, PAINTED P-6WALL TILEWALL TILE9' - 8"4' - 0"8' - 0"FINISH TRANSITIONFOOD SERVICE MILLWORK,SEE FS DWGS., TYP.GWB, PAINTED P-6CUSTOM GRAPHIC VINYLWALLCOVERING, SEESIGNAGE PACKAGE4" METAL BASE, MB-2 TYP.PLASTIC LAMINATE, PL-2QUARTZCOUNTERTOP, QZ-24' - 0"8' - 0"PENDANT LIGHT FIXTUREMOUNTED WITH METALCONDUIT, SEE ELECTRICALVINYL WALLCOVERING4" METAL BASEACOUSTICAL CLOUDS,STEM MOUNTED10' - 0"GWB PAINTED, P-6P-6WC-212' - 0"PENDANT LIGHTING ONTRACK, SEE ELECTRICALFINISH TRANSITION09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.2.5INTERIOR ELEVATIONS- LEVEL 1 - REGION C -RESIDENTIAL DININGCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A8.2.56AINTERIOR ELEVATION - RES. DINING CONDIMENTS BAR 1/4" = 1'-0"A8.2.54AINTERIOR ELEVATION - RES. DINING PIZZA & GRILL 1/4" = 1'-0"A8.2.56CINTERIOR ELEVATION - RES. DINING BBQ 1/4" = 1'-0"A8.2.56FINTERIOR ELEVATION - RES. DINING - DELI/PRODUCE 1/4" = 1'-0"A8.2.51FINTERIOR ELEVATION - RES. DINING BAR SEATING 1/4" = 1'-0"A8.2.51CINTERIOR ELEVATION - RES. DINING GLOBAL 1/4" = 1'-0"A8.2.51AINTERIOR ELEVATION - RES. DINING POS 1/4" = 1'-0"A8.2.54CINTERIOR ELEVATION - RES. DINING - BBQ & BAKESHOP/HOME 1/4" = 1'-0"A8.2.56DINTERIOR ELEVATION - DINING - BREAKFAST E 1/4" = 1'-0"A8.2.54DINTERIOR ELEVATION - RES DINING - BREAKFAST N 1/4" = 1'-0"A8.2.51DINTERIOR ELEVATION - RES. DINING - DELI/PRODUCE & BREAKFAST SIDE 1/4" = 1'-0"A8.2.54FINTERIOR ELEVATION - RES. DINING SEATINGNO. REASON DATE
12' - 0"P-1P-6RUBBER BASEGWB, PAINTEDPENDANT LIGHT,SEE ELECTRICALTRACK LIGHTING,SEE ELECTRICALINTERIOR GLASS SYSTEMGWB, PAINTEDSCREEN NIC, COORDINATEWITH AV CONSULTANT12' - 0"7' - 0"12' - 10"TRACK LIGHTING,SEE ELECTRICALWOOD PLANKS,SURFACE MOUNTEDRUBBER BASEGWB, PAINTED P-112' - 0"P-1P-69' - 0"SCREEN NIC, COORDINATEWITH AV CONSULTANT14'-8"PENDANT LIGHT, SEE ELECTRICAL12'-3"TRACK LIGHTING, SEE ELECTRICAL7'-4"PENDANT LIGHT,SEE ELECTRICALINTERIOR GLASS SYSTEM4" METAL BASEGWB, PAINTED09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.2.6INTERIOR ELEVATIONS- LEVEL 1 - REGION D -BARNES & NOBLECAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A8.2.61DINTERIOR ELEVATION - B&N - N 1/4" = 1'-0"A8.2.64AINTERIOR ELEVATION - B&N - W 1/4" = 1'-0"A8.2.61BINTERIOR ELEVATION - B&N - S 1/4" = 1'-0"A8.2.61AINTERIOR ELEVATION - BARNES & NOBLE ENTRYNO. REASON DATE
STAGE CURTAINASSEMBLY IN CLOSEDPOSITION (DASHED)20' - 7"20' - 7"WOOD BASE, PAINTEDGWB, PAINTED P-1WOOD VENEER WALLPANEL ON ZCLIPS12' - 2"9' - 10"1' - 4"5' - 5"LINEAR WALL SCONCE,SEE ELECTRICALWOOD BASE, PAINTEDGWB, PAINTED P-1ACOUSTICALWALL PANELWOOD VENEER WALLPANEL, WD-2LINEAR WALL SCONCE,SEE ELECTRICAL5DA5.1.9GWB, PAINTED P-6ACOUSTICAL CARPETWOOD TRIM,PAINTED P-6OPEN TO CORR.SOLID WOOD BASE, STAINED12' - 2"9' - 10"ACOUSTICAL WALLPANELS WITH PLEATEDACOUSTICAL DRAPERYGWB, PAINTED P-1OPENOPENCINEMA SEATINGCARPET RISERSINTERIOR GLASSWOOD BASE, PAINTEDWOOD END PANEL,PAINTED P-609/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.2.7INTERIOR ELEVATIONS- LEVEL 2 - REGION A -CINEMACAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A8.2.75DINTERIOR ELEVATION - CINEMA FRONT 1/4" = 1'-0"A8.2.71DINTERIOR ELEVATION - CINEMA ENTRY CORR 1/4" = 1'-0"A8.2.71AINTERIOR ELEVATION - CINEMA ACOUSTICAL WALL PANELS 1/4" = 1'-0"A8.2.75AINTERIOR ELEVATION - CINEMA SEATINGNO. REASON DATE
WOOD VENEERWALL PANELWALL TILEGWB, PAINTEDMETAL BASELINEAR WALL SCONCEMETAL BASEQUARTZ CONTERTOPFOOD SERVICE MILLWORK,SEE FS DWGS.WOOD VENEER WALLPANELS ON ZCLIPSMETAL BASEROLLED STEEL SCREEN10' - 4"GLASSBOARDS MTD ON ZCLIPSGWB, PAINTED P-8GWB, PAINTED P-110' - 6"ROLLED STEELTRIM ON CORNERGWB, PAINTEDWOOD VENEER WALLPANELS ON ZCLIPSSOLID WOODBASE, STAINEDMETAL BASE9' - 0"2' - 0"1' - 0"11' - 0"OPEN TO SMOOTHIE BAROPENGWB, P-1METAL BASESCREEN NIC, COORDINATEWITH AV CONSULTANTWALL TILEMETAL BASEGWB, P-1INTERIORGLASS SYTEMMETAL BASEGWB PORTAL AROUNDGLASS SYTEM, PAINTED P-8GWB, PAINTED P-1GWB, PAINTED P-1METAL BASE10' - 0"6"METAL BASECUSTOM WALL GRAPHICSUSPENDED LINEAR LIGHTFIXTURE, SEE ELECTRICAL10' - 6"INTERIOR GLAZINGSYSTEMCUSTOM WALLCOVERINGMETAL BASEGWB, PAINTEDWOOD VENEERWALL PANELMETAL BASEQUARTZCONTERTOPFOOD SERVICEMILLWORK, SEEFS DWGS.GWB, PAINTED P-8GWB, PAINTED P-1ROLLED STEELTRIM ON CORNERGWB, PAINTEDWOOD COUNTERTOPWALL TILEROLLED STEEL TRIMON CORNERROLLED STEELTRIM ON CORNERGWB, PAINTED3' - 4"7' - 4"WOOD VENEER WALLPANEL ON ZCLIPSROLLED STEEL SCREENPENDANT LIGHT,SEE ELECTRICAL6' - 4"BUILT-IN BANQUETTESEATING WITH CAFE TABLEPROVIDED AS PART OFFURNITURE PACKAGEWALL TILE3' - 10"8"10' - 4"METAL BASEWOOD VENEER WALLPANEL ON ZCLIPSROLLED STEEL SCREENPENDANT LIGHT,SEE ELECTRICALBUILT-IN BANQUETTESEATING WITH CAFE TABLEPROVIDED AS PART OFFURNITURE PACKAGEWALL TILEMETAL BASE3' - 4"5' - 6"3' - 0"2' - 0"2' - 10"3' - 3"CLR2' - 2 1/8"SINK, SEEPLUMBING DWGSBASE CABINET WITHPLASTIC LAMINAT, PL-1,ATTACHED TOE KICK TOMEET ADA REQS.SOLID SURFACECOUNTERTOP ANDBACKSPLASH, SSM-1INTERIORGLASSSYSTEMRUBBER BASEGWB, PAINTEDSCREEN NIC,COORDINATE WITH AVCONSULTANT3AA8.3.1sim3CA8.3.1simUPPER CABINET WITHPLASTIC LAMINATE, PL-11EA8.3.1sim09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.2.8INTERIOR ELEVATIONS- LEVEL 2 - REGION A -CINEMA PREFUNCTION& SMOOTHIE BARCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A8.2.81BINTERIOR ELEVATION - CINEMA PREFUNCTION & SMOOTHIE BAR 1/4" = 1'-0"A8.2.81EINTERIOR ELEVATION - CINEMA PREFUNCTION N 1/4" = 1'-0"A8.2.83EINTERIOR ELEVATION - CINEMA PREFUNCTION WATER FOUNTAINS 1/4" = 1'-0"A8.2.81AINTERIOR ELEVATION - GMR 2ND FLOOR 1/4" = 1'-0"A8.2.85AINTERIOR ELEVATION - CINEMA PREFUNCTION S 1/4" = 1'-0"A8.2.85EINTERIOR ELEVATION - PINE BURR ENTRY 1/4" = 1'-0"A8.2.86CINTERIOR ELEVATION - SMOOTHIE BAR SIDE 1/4" = 1'-0"A8.2.81CINTERIOR ELEVATION - SMOOTHIE BAR BOOTH SEATING 1/4" = 1'-0"A8.2.83CINTERIOR ELEVATION - SMOOTHIE BAR BOOTH SIDE 1/4" = 1'-0"A8.2.82INTERIOR ELEVATION - PINE BURRNO. REASON DATE
WOOD VENEER WALLPANEL ON ZCLIPSWALL TILEOPEN TO SMOOTHIE BARSUSPENDED ROLLED STEEL SCREEN (OVER DINING TABLE)WOOD VENEER WALLPANEL ON ZCLIPSMETAL BASEMETAL BASEGWB, PAINTED P-8GWB, PAINTEDOPEN TO OPEN STUDYWOOD VENEER WALLPANEL ON ZCLIPSSCREEN NIC, COORDINATEWITH AV CONSULTANT6' - 0"GWB, PAINTED1' - 0"6"10' - 6"10' - 0"5' - 0"1' - 0"11' - 0"DIMENSIONAL WOODWALL PANELS ON ZCLIPSWOOD BASE, WB-2GWB, PAINTEDSCREEN NIC, COORDINATEWITH AV CONSULTANTWOOD TRIM, STAINEDMETAL BASEINTERIOR GLASS SYSTEMMETAL BASEGWB, PAINTED4A5.1.8WOOD VENEER WALL PANELS ON ZCLIPSSCREEN NIC, COORDINATEWITH AV CONSULTANTMETAL PANEL SYSTEMWOOD VENEERWALL PANELSON ZCLIPS4" METAL BASEGWB, PAINTEDWOOD VENEERWALL PANELS ONZCLIPS, WD-2GWB, PAINTEDGLULAM TRUSS,SEE STRUCTURALOPEN TO CORR1/2" WOOD REVEAL,WD-2 TYP.WALL TILEWALL SCONCE,SEE ELECTRICALINTERIORGLASS SYSTEMWOOD PLANKPORTALGWB, PAINTEDWOOD VENEER WALLPANELS ON ZCLIPSMETAL PANEL DOORSURROUNDWOOD VENEER WALLPANELS ON ZCLIPS6"11' - 6"2' - 0"10' - 0"4' - 0"16' - 0"8' - 2"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.2.9INTERIOR ELEVATIONS- LEVEL 2 - REGION B -MAIN HALLCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A8.2.91AINTERIOR ELEVATION - MAIN HALL - ENTRY TO SMOOTHIE BAR & CINEMAPREFUNCTION 1/4" = 1'-0"A8.2.91EINTERIOR ELEVATION - MEETING 280 W 1/4" = 1'-0"A8.2.94EINTERIOR ELEVATION - MEETING 280 E 1/4" = 1'-0"A8.2.91CINTERIOR ELEVATION - MAIN HALL - ENTRY TO DINING HALLNO. REASON DATE
METAL PANELSYSTEMWOOD VENEER WALLPANELS ON ZCLIPS1/2" WOODREVEAL, WD-2ACOUSTICAL WALL PANEL MTDTO OPERABLE PARTITIONWALL SCONCE,SEE ELECTRICALMETAL PANELSYSTEMWOOD VENEER WALLPANELS ON ZCLIPS1/2" WOODREVEAL, WD-2ACOUSTICAL WALL PANEL MTDTO OPERABLE PARTITIONWALL TILEGWB PAINTED4" METAL BASEWALL SCONCE, SEE ELECTRICALWOOD VENEER WALLPANEL ON ZCLIPSWALL TILEGWB, PAINTEDOPENMETAL PANEL SYSTEMMETAL PANEL SYSTEMWOOD VENEER WALLPANEL ON ZCLIPSGWB, PAINTEDGWB, PAINTED8' - 2"4" METAL BASEWOOD VENEER WALLPANELS ON ZCLIPS1/2" WOODREVEAL, WD-2WALL SCONCE,SEE ELECTRICALGWB, PAINTED4" METAL BASE16' - 0"WOOD VENEER WALL PANELS ON ZCLIPS1/2" WOOD REVEAL, WD-2GWB, PAINTED4" METAL BASE12' - 0"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.2.10INTERIOR ELEVATIONS- LEVEL 2 - REGION C -DINING ROOMPREFUNCTIONCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A8.2.101CINTERIOR ELEVATION - DINING ROOM ENTRY CENTER 1/4" = 1'-0"A8.2.104CINTERIOR ELEVATION - DINING ROOM ENTRY - SIDE 1/4" = 1'-0"A8.2.101EINTERIOR ELEVATION - DINING ROOM - RESTROOMS 1/4" = 1'-0"A8.2.101DINTERIOR ELEVATION - CORRIDOR 1/4" = 1'-0"A8.2.101AINTERIOR ELEVATION - PREFUNCTION - TYP COLUMN WRAP AT EXT WALL 1/4" = 1'-0"A8.2.104AINTERIOR ELEVATION - PREFUNCTION - EXT WALLNO. REASON DATE
METAL PANEL SYSTEMDOOR SURROUNDWOOD VENEER WALLPANELS ON ZCLIPS1/2" WOODREVEAL, WD-2ACOUSTICAL WALLPANELS ON ZCLIPSGWB, PAINTEDWOOD VENEER WALLPANELS ON ZCLIPS2' - 8 5/8"4' - 8"7' - 8"8' - 4"WALL SCONCE,SEE ELECTRICALWOOD VENEER WALLPANELS ON ZCLIPSGLULAM TRUSS,SEE STRUCTURALMETAL PANELSYSTEMWOOD VENEER WALLPANELS ON ZCLIPS1/2" WOODREVEAL, WD-2ACOUSTICAL WALL PANEL MTDTO OPERABLE PARTITIONWOOD VENEER WALLPANELS ON ZCLIPSPENDANT LIGHT,SEE ELECTRICALGWB, PAINTED17' - 0"METAL PANELSYSTEMWOOD VENEER WALLPANELS ON ZCLIPS1/2" WOODREVEAL, WD-2ACOUSTICAL WALL PANEL MTDTO OPERABLE PARTITIONWOOD VENEER WALLPANELS ON ZCLIPSPENDANT LIGHT,SEE ELECTRICALGWB, PAINTED4' - 8"16' - 0"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.2.11INTERIOR ELEVATIONS- LEVEL 2 - REGION C -DINING ROOMCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A8.2.111DINTERIOR ELEVATION - DINING ROOM - SIDE 1/4" = 1'-0"A8.2.111AINTERIOR ELEVATION - DINING ROOM - BACK CENTER 1/4" = 1'-0"A8.2.114AINTERIOR ELEVATION - DINING ROOM - BACK SIDENO. REASON DATE
METAL PANELSYSTEMACOUSTICAL WALLPANEL ON ZCLIPSWOOD VENEER WALLPANELS ON ZCLIPSRECESSED PROJECTIONSCREEN, SEE ELECTRICALGWB, PAINTED2' - 8 5/8"4' - 8"16' - 0"METAL PANELSYSTEMWOOD VENEER WALLPANELS ON ZCLIPS1/2" WOODREVEAL, WD-2ACOUSTICAL WALL PANELON ZCLIPSWOOD VENEER WALLPANELS ON ZCLIPSRECESSED PROJECTIONSCREEN, SEE ELECTRICALGWB, PAINTED8' - 4"2' - 8"4' - 8"16' - 0"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.2.12INTERIOR ELEVATIONS- LEVEL 2 - REGION C -DINING ROOMCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A8.2.125AINTERIOR ELEVATION - DINING ROOM - FRONT SIDE 1/4" = 1'-0"A8.2.121AINTERIOR ELEVATION - DINING ROOM - FRONT CENTERNO. REASON DATE
WOOD PLANKS SURFACEAPPLIEDGWB, PAINTEDWOOD PLANKSSURFACE APPLIED6A5.1.231AA5.1.233AA5.1.23OPENOPEN2' - 0"4' - 0"EQ4' - 0"EQGLASSBOARD ONSTANDOFFSGWB, PAINTEDGWB, PAINTEDINTERIOR GLASS SYSTEMGWB, PAINTEDWOOD BASE, PAINTEDSCREEN NIC. COORDINATELOCATION AND SIZE W/ AVCONSULTANT. TYP.GWB, PAINTEDWOOD BASE, PAINTEDOPENOPEN6' - 0"EQEQWOOD BASE, PAINTEDGWB, PAINTEDGLASSBOARD ONSTANDOFFS AND MARKERTRAY4' - 0"2' - 6"5' - 6"EQEQ8' - 0"PENDANT LIGHT,SEE ELECTRICALGWB, PAINTEDSCREEN NIC,COORDINATE WITHAV CONSULTANTWOOD BASE,PAINTED3AA5.1.23WOOD BASE,PAINTEDLOCKERS, QTY 28GWB, PAINTEDWOOD TRIM7' - 0"4"EQ4' - 0"EQ3 1/2"5' - 6"EQEQRUBBER BASEGWB, PAINTEDSCREEN NIC, COORDINATEWITH AV CONSULTANT09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.2.13INTERIOR ELEVATIONS- LEVEL 2 - REGION D -STUDENTINVOLVEMENTCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"A8.2.131AINTERIOR ELEVATION - STUDENT INVOLVEMENT OPEN LOUNGE 1/4" = 1'-0"A8.2.134BINTERIOR ELEVATION - SI CONFERENCE N 1/4" = 1'-0"A8.2.133BINTERIOR ELEVATION - SI CONFERENCE W 1/4" = 1'-0"A8.2.136BINTERIOR ELEVATION - SMALL MEETING RM 1/4" = 1'-0"A8.2.137AINTERIOR ELEVATION - SI LOCKERS 1/4" = 1'-0"A8.2.131BINTERIOR ELEVATION - INTLNO. REASON DATE
FECFECFECFECTTFECFECFE
WBBCCBB.5WT-6CAFELOUNGE195WC-3WC-3P-6P-6WBBCCBB.5CAFELOUNGE195A8.4.51C0G6.10G6.10G6.12' - 8"2' - 8"14' - 6"13' - 8"14' - 6"4' - 3"WALL SCONCE,SEE ELEC.UPHOLSTERED SEATAND BACK, UPH-1WOOD PLANKS, WD-1SCREEN, NIC,COORDINATE W/ AVCONSULTANT.GWB, PAINTED P-6GWB, PAINTED P-1VINYL WALL COVERINGMETAL BASEWALL TILEFIREPLACE INSERT, SEE MECHANICAL12' - 0"HOT ROLLED STEELSECURED WITH EXPOSEDFASTENERS5' - 10"9' - 0"FINISH TRANSITIONGWB, PAINTED P-6WBBCCBB.5WSWSWSWSWSWSWSWS3' - 3"3' - 3"3' - 3"EQEQ3' - 3"3' - 3"3' - 3"EQEQWBFSOUTH VESTIBULE101MB-1P-1WBFNORTH VESTIBULE104MB-1P-1CON-2CON-1CON-2CON-4CON-1CON-2CON-2CON-1CON-1CON-3CON-4CON-1CON-2CON-2CON-2CON-1WBFGREAT HALL103MB-1P-1STAIR 1102CON-1PR-7PR-7CON-1CON-1PR-7PR-7CON-1,2,3,4CON-1CON-1CON-2CON-2CON-4CON-2CON-2CON-1CON-1CON-1,2,4CON-1,2F2ACOUSTIC WALL PANEL,AP-2WOOD VENEER WALLPANEL ON ZCLIPS, WD-2LINEAR WALL SCONCE,SEE ELECTRICALGWB, PAINTED P-6OPEN TO CORR9' - 10 3/4"12' - 1 1/4"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A8.4.5INTERIORSALTERNATES -ENLARGED PLAN,ELEVATION & DETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/8" = 1'-0"A8.4.53AADD ALT #1- FINISH PLAN - LEVEL 1 - OASIS - FIREPLACE 1/8" = 1'-0"A8.4.51AADD ALT #1- FLOOR PLAN - LEVEL 1 - OASIS - FIREPLACE 1/4" = 1'-0"A8.4.51CADD ALT #1 - INTERIOR ELEVATION - LEVEL 1 - OASIS - FIREPLACE 1/8" = 1'-0"A8.4.51BADD ALT #1 - RCP - LEVEL 1 - OASIS - FIREPLACE 1/8" = 1'-0"A8.4.55ADEDUCT ALT #3 - FINISH PLAN - LEVEL 01 - MAIN HALL - FLOOR FINISH 1/4" = 1'-0"A8.4.51EADD ALT #8 - INTERIOR ELEVATION - LEVEL 2 - CINEMA - AP-2 LAYOUTGENERAL NOTESKEY PLANSHEET KEYNOTESABCDF1 ALIGNF2 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN WITHADHESIVE BACKED STENCIL, FINAL LAYOUT TBDF3 PROVIDE CUSTOM TOPOGRAPHY FLOOR PATTERN, FINALLAYOUT TBDF4 CARPET TILES INSTALLED ON TOP OF SPECIFIED FLOOR ASFLOATING RUGNO. REASON DATE
09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A9.0.1DOOR SCHEDULE -LEVEL 1CAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLEDOOR SCHEDULE - LEVEL 1Door NumberFrom Room:NumberFrom Room:NameTo Room:NumberTo Room:NameDoorHW SetFrameCommentsType Width Height Thickness Material Rating Type Material Finish101-1 101 SOUTHVESTIBULESF2 6' - 0" 8' - 0" 1 3/4" ALUM/GLASS 1.0 AFS ALUM101-2 101 SOUTHVESTIBULESF2 6' - 0" 8' - 0" 1 3/4" ALUM/GLASS 2.0 AFS ALUM101-3 103 GREAT HALL 101 SOUTHVESTIBULESF2 6' - 0" 8' - 0" 1 3/4" ALUM/GLASS 10.0 AFS ALUM101-4 103 GREAT HALL 101 SOUTHVESTIBULESF2 6' - 0" 8' - 0" 1 3/4" ALUM/GLASS 10.0 AFS ALUM104-1104 NORTHVESTIBULESF2 6' - 0" 8' - 0" 1 3/4" ALUM/GLASS 1.0 AFS ALUM104-2104 NORTHVESTIBULESF2 6' - 0" 8' - 0" 1 3/4" ALUM/GLASS 2.0 AFS ALUM104-3 103 GREAT HALL 104 NORTHVESTIBULESF2 6' - 0" 8' - 0" 1 3/4" ALUM/GLASS 10.0 AFS ALUM104-4 103 GREAT HALL 104 NORTHVESTIBULESF2 6' - 0" 8' - 0" 1 3/4" ALUM/GLASS 10.0 AFS ALUM105105 CORRIDOR F 6' - 0" 8' - 0" 1 3/4" WOOD 17.0 F2 HM106 106 MEN 105 CORRIDOR F 3' - 0" 8' - 0" 1 3/4" WOOD 40.0 F1HM107 107 WOMEN 105 CORRIDOR F 3' - 0" 8' - 0" 1 3/4" WOOD 40.0F1 HM108 108 ELECT./ IT 160 CORRIDOR F 3' - 0" 8' - 0" 1 3/4" WOOD 90 MIN. 29.0 F1 HM110-1 154 CORRIDOR 110 CORRIDOR F 6' - 0" 8' - 0" 1 3/4" WOOD 17.0 F2 HM110-2 110 CORRIDOR 160 CORRIDOR F 6' - 0" 8' - 0" 1 3/4" WOOD 35.0 F2 HM111-1 110 CORRIDOR 111 STAIR 2 F 3' - 0" 8' - 0" 1 3/4" WOOD60 MIN. 11.0 F1 HM111-2SF2 6' - 2" 8' - 0" 1 3/4" ALUM/GLASS 3.0 AFS ALUM112 153 LOADINGDOCK112 MACHINEROOMF 6' - 0" 8' - 0" 1 3/4" HM 90 MIN. 6.0 F2 HM114 148 CORRIDOR 114 CORR F 6' - 0" 8' - 0" 1 3/4" WOOD 17.0 F2 HM115-1 114 CORR 115 STAIR 3 F 3' - 0" 8' - 0" 1 3/4" WOOD 60 MIN. 11.0 F1 HM115-2 115 STAIR 3SF2 6' - 0" 8' - 0" 1 3/4" ALUM/GLASS 3.0 AFS ALUM116 114 CORR 116 MEN F 3' - 0" 8' - 0" 1 3/4" WOOD 40.0 F1 HM117 114 CORR 117 WOMEN F 3' - 0" 8' - 0" 1 3/4" WOOD 40.0 F1 HM119-1 119 STAIR 4 189-2 GAMING F 3' - 0" 8' - 0" 1 3/4" WOOD60 MIN. 11.0 F1 HM119-2 119 STAIR 4SF2 6' - 0" 8' - 0" 1 3/4" ALUM/GLASS 3.0 AFS ALUM120120 WOMEN F 3' - 0" 8' - 0" 1 3/4" WOOD 40.0 F1 HM121 121 MENF 3' - 0" 8' - 0" 1 3/4" WOOD 40.0 F1 HM122 122 FITNESS 186 CORRIDOR F 6' - 0" 8' - 0" 1 3/4" WOOD 18.0 F2 HM124 186 CORRIDOR 124 ELECT./ IT F 3' - 0" 8' - 0" 1 3/4" WOOD 90 MIN. 29.0 F1 HM131-1131 RESIDENTIALDININGSF2 6' - 0" 8' - 0" 1 3/4" ALUM/GLASS 1.0 AFS ALUM131-2131 RESIDENTIALDININGSF2 6' - 0" 8' - 0" 1 3/4" ALUM/GLASS 2.0 AFS ALUM131-3131 RESIDENTIALDININGSF2 6' - 0" 8' - 0" 1 3/4" ALUM/GLASS 2.0 AFS ALUM133131 RESIDENTIALDININGF 3' - 0" 8' - 0" 1 3/4" HM 25.0 F1 HM139 132-1 CORR. 139 STOR. F 3' - 0" 8' - 0" 1 3/4" HM 28.0 F1 HM141141 JAN F 3' - 0" 8' - 0" 1 3/4" HM 23.0 F1 HM142 142 KITCHEN BOH 154 CORRIDOR F 6' - 0" 8' - 0" 1 3/4" HM41.0 F2 HM145 142 KITCHEN BOH 145 STORAGE F 3' - 6" 8' - 0" 1 3/4" HM 24.0 F1 HM151 151 EMERGENCYELECTRICALROOMF 6' - 0" 8' - 0" 1 3/4" HM 4.0 F4 HM152 152 MAINELECTRICALROOMF 6' - 0" 8' - 0" 1 3/4" HM 4.0 F4 HM154-1 142 KITCHEN BOH 154 CORRIDOR F 6' - 0" 8' - 0" 1 3/4"HM 41.0 F2 HM154-2 154 CORRIDOR 153 LOADINGDOCKSD5 10' - 0" 10' - 0" PREFINISHED--- ---154-3 153 LOADINGDOCK154 CORRIDOR F 4' - 0" 8' - 0" 1 3/4" HM 6.1 F1 HM155 155 MEN 154 CORRIDOR F 3' - 0" 8' - 0" 1 3/4" HM 40.0 F1 HM156 154 CORRIDOR 156 WOMEN F 3' - 0" 8' - 0" 1 3/4" HM 40.0 F1HM157 154 CORRIDOR 157 FOODSERVICEOPERATIONSF 3' - 0" 8' - 0" 1 3/4" HM 25.0 F1 HM158 157 FOODSERVICEOPERATIONS158 CHEFOFFICEF 3' - 0" 8' - 0" 1 3/4" HM 22.0 F1 HM160 160 CORRIDOR 165 SPIRIT GEAR F 4' - 0" 8' - 0" 1 3/4" WOOD 27.0 F1 HM161 160 CORRIDOR 161 BUILDINGSTORAGEF 3' - 0" 8' - 0" 1 3/4" HM 31.0 F1 HM162-1 160 CORRIDOR 162 RECEIVING/PROCESSINGF 6' - 0" 8' - 0" 1 3/4" WOOD 25.0 F2 HM162-2 162 RECEIVING/PROCESSING165 SPIRIT GEAR F 3' - 0" 8' - 0" 1 3/4" WOOD 25.0 F1 HM163 162 RECEIVING/PROCESSING163 MGR./CASHOFFICEF 3' - 0" 8' - 0" 1 3/4" WOOD 22.0 F1 HM164F 6' - 0" 8' - 0" 1 3/4" HM 45 MIN. 5.0 F4 HM165 165 SPIRIT GEAR 103 GREAT HALL SF2 6' - 0" 8' - 0" 1 3/4" ALUM/GLASS 8.0 AFS ALUM166-1166 UNION ADMIN. SF1 3' - 0" 8' - 0" 1 3/4" ALUM/GLASS 7.0AFS ALUM166-2 170 FOODSERVICEADMIN.166 UNION ADMIN. SF1 3' - 0" 8' - 0" 1 3/4" ALUM/GLASS 7.0AFS ALUM167 167 OFFICE 166 UNION ADMIN. F 3' - 0" 8' - 0" 1 3/4" WOOD 22.0 F1 HM168 166 UNION ADMIN. 168 MAIL/STORAGEF 3' - 0" 8' - 0" 1 3/4" WOOD 25.0 F1 HM169 169 OFFICE 166 UNION ADMIN. F 3' - 0" 8' - 0" 1 3/4" WOOD 22.0 F1 HM170 170 FOODSERVICEADMIN.160 CORRIDOR F 3' - 0" 8' - 0" 1 3/4" WOOD 26.0 F1 HM171 170-1 COPY/SUPPLY 171 MONEYROOMF 3' - 0" 8' - 0" 1 3/4" WOOD 32.0 F1 HM172 172 OFFICE 170 FOODSERVICEADMIN.F 3' - 0" 8' - 0" 1 3/4" WOOD 22.0 F1 HM173 173 OFFICE 170 FOODSERVICEADMIN.F 3' - 0" 8' - 0" 1 3/4" WOOD 22.0 F1 HM175 175 OFFICE 170 FOODSERVICEADMIN.F 3' - 0" 8' - 0" 1 3/4" WOOD 22.0 F1 HM177 170 FOODSERVICEADMIN.177 OFFICE F 3' - 0" 8' - 0" 1 3/4" WOOD 22.0 F1 HM178 178 STOR 170 FOODSERVICEADMIN.F 3' - 0" 8' - 0" 1 3/4" WOOD 24.0 F1 HM180 180 FITNESSENTRY103 GREAT HALL SF2 7' - 0" 8' - 0" 1 3/4" ALUM/GLASS 1.0 AFS ALUM181 122 FITNESS 181 OFFICE F 3' - 0" 8' - 0" 1 3/4" WOOD 22.0F1 HM182 182 DRESS 122 FITNESS F 3' - 0" 8' - 0" 1 3/4" WOOD 21.0 F1 HM183 122 FITNESS 183 DRESS F 3' - 0" 8' - 0" 1 3/4" WOOD 21.0 F1 HM184 122 FITNESS 184 STORAGE F 3' - 0" 8' - 0" 1 3/4" WOOD 23.0 F1 HM185-1 185 MULTIPURPOSEROOM122 FITNESS F 6' - 0" 8' - 0" 1 3/4" WOOD 15.0 F2 HM185-2 185 MULTIPURPOSEROOM122 FITNESS F 6' - 0" 8' - 0" 1 3/4" WOOD 15.0 F2 HM187 186 CORRIDOR 187 CAMPBELLTIMESSF1 3' - 0" 8' - 0" 1 3/4" ALUM/GLASS 7.1 AFS ALUM188 188 STOR. 187 CAMPBELLTIMESF 3' - 0" 8' - 0" 1 3/4" WOOD 24.0 F1 HM190 190 GMR 189-1 OPEN STUDY SF1 3' - 0" 8' - 0" 1 3/4" ALUM/GLASS 7.1 AFS ALUM191 191 GMR 189-1 OPEN STUDY SF1 3' - 0" 8' - 0" 1 3/4" ALUM/GLASS 7.1 AFS ALUM192 192 GMR 189-1 OPEN STUDY SF1 3' - 0" 8' - 0" 1 3/4" ALUM/GLASS 7.1 AFS ALUM193 193 GMR 189-1 OPEN STUDY SF1 3' - 0" 8' - 0" 1 3/4" ALUM/GLASS 7.1 AFS ALUM194 194 HOUSEKEEPINGF 3' - 0" 8' - 0" 1 3/4" WOOD 29.0 F1 HM195-1SF2 6' - 0" 8' - 0" 1 3/4" ALUM/GLASS 1.0 AFS ALUM195-2SF2 6' - 0" 8' - 0" 1 3/4" ALUM/GLASS 2.0 AFS ALUM196 196 THE OASIS 197 OASIS BOH HG 3' - 0" 8' - 0" 1 3/4" HM38.0 F1 HM197 197 OASIS BOHF 3' - 6" 8' - 0" 1 3/4" WOOD 27.0 F1 HMDOOR SCHEDULE NOTESNOTES:1) SEE SPECIFICATIONS FOR DOOR HARDWARE SCHEDULE -INCLUDING DESCRIPTION OFDOOR OPERATION (LOCK OPERATION, COORDINATION WITHACCESS CONTROL SYSTEM ETC.)2) ALL DOOR HARDWARE UTILIZED IS MECHANICAL ORELECTROMECHANICAL AND PROVIDESFREE EGRESS FROM SPACES SERVED - NO MAGNETIC LOCKS AREUTILIZED.NO. REASON DATE
09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A9.0.2DOOR SCHEDULE -LEVELS 2 AND CINEMAMEZZANINECAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLEDOOR SCHEDULE - LEVEL 2Door NumberFrom Room:NumberFrom Room:NameTo Room:NumberTo Room:NameDoorHW SetFrameCommentsType Width Height Thickness Material Rating Type Material Finish205 233 CORRIDOR 205 CORRIDOR F 6' - 0" 8' - 0" 1 3/4" WOOD 17.0 F2 HM206 206 MEN 205 CORRIDOR F 3' - 0" 8' - 0" 1 3/4" WOOD 40.0 F1HM207 207 WOMEN 205 CORRIDOR F 3' - 0" 8' - 0" 1 3/4" WOOD 40.0F1 HM208 208 ELECT./ IT 250 CORR F 3' - 0" 8' - 0" 1 3/4" WOOD 90 MIN. 29.0 F1 HM210-1 232 CATERINGKITCHEN210 CORRIDOR F 6' - 0" 8' - 0" 1 3/4" WOOD 15.0 F2 HM210-2 210 CORRIDOR 250 CORR F 6' - 0" 8' - 0" 1 3/4" WOOD 15.0 F2 HM211-1 210 CORRIDOR 211 STAIR 2 F 6' - 0" 8' - 0" 1 3/4" WOOD60 MIN. 14.0 F2 HM211-2 211 STAIR 2 247 CORR F 6' - 0" 8' - 0" 1 3/4" WOOD 60 MIN. 14.0 F2 HM214 214 CORRIDOR 239 CORRIDOR F 6' - 0" 8' - 0" 1 3/4" WOOD 16.0 F2 HM215 214 CORRIDOR 215 STAIR 3 F 6' - 0" 8' - 0" 1 3/4" WOOD 60 MIN. 13.0 F2 HM216 214 CORRIDOR 216 MEN F 3' - 0" 8' - 0" 1 3/4" WOOD 40.0 F1HM217 214 CORRIDOR 217 WOMEN F 3' - 0" 8' - 0" 1 3/4" WOOD 40.0F1 HM219 287 LOBBY 219 STAIR 4 F 6' - 0" 8' - 0" 1 3/4" WOOD 60 MIN. 13.0 F2 HM220 220 WOMEN 287 LOBBY F 3' - 0" 8' - 0" 1 3/4" WOOD 40.0 F1 HM221 221 MEN 287 LOBBY F 3' - 0" 8' - 0" 1 3/4" WOOD 40.0 F1 HM222-1203 GREAT HALL SF2 6' - 0" 8' - 0" 1 3/4" ALUM/GLASS 10.2 AFS ALUM222-2 222 FITNESS 288 CORR F 6' - 0" 8' - 0" 1 3/4" WOOD 18.0F2 HM224 288 CORR 224 ELECT./IT F 3' - 0" 8' - 0" 1 3/4" WOOD 90 MIN. 29.0 F1 HM231-1 231 DINING ROOM 230 PREFUNCTION F 6' - 0" 8' - 0" 1 3/4" WOOD 20.0 F2 HM231-2 231 DINING ROOM 230 PREFUNCTION F 6' - 0" 8' - 0" 1 3/4" WOOD 20.0 F2 HM231-3 231 DINING ROOM 230 PREFUNCTION F 6' - 0" 8' - 0" 1 3/4" WOOD 20.0 F2 HM231-4 214 CORRIDOR 231 DINING ROOM F 6' - 0" 8' - 0" 1 3/4"WOOD 20.0 F2 HM SOUND/LIGHT LOCK - SEE ACOUSTICAL DOOR DETAIL D1. DOUBLE DOORS TO INCLUDE ACENTER MULLION TO SEAL AGAINST.231-5 231 DINING ROOM 214 CORRIDOR F 6' - 0" 8' - 0" 1 3/4"WOOD 20.0 F2 HM SOUND/LIGHT LOCK - SEE ACOUSTICAL DOOR DETAIL D1. DOUBLE DOORS TO INCLUDE ACENTER MULLION TO SEAL AGAINST.231-6 231 DINING ROOM 239 CORRIDOR F 6' - 0" 8' - 0" 1 3/4"WOOD 20.0 F2 HM SOUND/LIGHT LOCK - SEE ACOUSTICAL DOOR DETAIL D1. DOUBLE DOORS TO INCLUDE ACENTER MULLION TO SEAL AGAINST.231-7 231 DINING ROOM 232 CATERINGKITCHENF 6' - 0" 8' - 0" 1 3/4" WOOD 20.0 F2 HM SOUND/LIGHT LOCK - SEE ACOUSTICAL DOOR DETAIL D1. DOUBLE DOORS TO INCLUDE ACENTER MULLION TO SEAL AGAINST.231-8 232 CATERINGKITCHEN231 DINING ROOM F 6' - 0" 8' - 0" 1 3/4" WOOD 20.0 F2 HM SOUND/LIGHT LOCK - SEE ACOUSTICAL DOOR DETAIL D1. DOUBLE DOORS TO INCLUDE ACENTER MULLION TO SEAL AGAINST.231-9 231 DINING ROOM 233 CORRIDOR F 6' - 0" 8' - 0" 1 3/4"WOOD 20.0 F2 HM SOUND/LIGHT LOCK - SEE ACOUSTICAL DOOR DETAIL D1. DOUBLE DOORS TO INCLUDE ACENTER MULLION TO SEAL AGAINST.231-10 233 CORRIDOR 231 DINING ROOM F 6' - 0" 8' - 0" 1 3/4" WOOD 20.0 F2 HM SOUND/LIGHT LOCK - SEE ACOUSTICAL DOOR DETAIL D1. DOUBLE DOORS TO INCLUDE ACENTER MULLION TO SEAL AGAINST.231-11 205 CORRIDOR 231 DINING ROOM F 6' - 0" 8' - 0" 1 3/4" WOOD 20.0 F2 HM SOUND/LIGHT LOCK - SEE ACOUSTICAL DOOR DETAIL D1. DOUBLE DOORS TO INCLUDE ACENTER MULLION TO SEAL AGAINST.231-12 203 GREAT HALL 231 DINING ROOM F 6' - 0" 8' - 0" 1 3/4" WOOD 20.0 F2 HM SOUND/LIGHT LOCK - SEE ACOUSTICAL DOOR DETAIL D1. DOUBLE DOORS TO INCLUDE ACENTER MULLION TO SEAL AGAINST.231-13 231 DINING ROOM 203 GREAT HALL F 6' - 0" 8' - 0" 1 3/4" WOOD 20.0 F2 HM232-1 232 CATERINGKITCHEN233 CORRIDOR F 6' - 0" 8' - 0" 1 3/4" WOOD 17.0 F2 HM232-2 239 CORRIDOR 232 CATERINGKITCHENF 3' - 0" 8' - 0" 1 3/4" WOOD 26.0 F1 HM234 234 MOP & TRASH 232 CATERINGKITCHENF 3' - 0" 8' - 0" 1 3/4" HM 23.0 F1 HM235 232 CATERINGKITCHEN235 STORAGE F 3' - 0" 8' - 0" 1 3/4" HM 23.0 F1 HM241 214 CORRIDOR 241 HOUSEKEEPING (DRY)F 3' - 0" 8' - 0" 1 3/4" WOOD 29.0 F1 HM242 214 CORRIDOR 242 CATERINGMEETINGF 3' - 0" 8' - 0" 1 3/4" WOOD 25.0 F1 HM243 242 CATERINGMEETING243 CATERINGOFFICEF 3' - 0" 8' - 0" 1 3/4" WOOD 22.0 F1 HM244 239 CORRIDOR 244 OFFICE F 3' - 0" 8' - 0" 1 3/4" WOOD 22.0 F1 HM245 239 CORRIDOR 245 EVENTSTORAGEF 6' - 0" 8' - 0" 1 3/4" WOOD 37.0 F2 HM246 246 LINENSTORAGE239 CORRIDOR F 3' - 0" 8' - 0" 1 3/4" WOOD 29.0 F1 HM247 247 CORRF 6' - 0" 8' - 0" 1 3/4" HM 5.0 F4 HM251 250 CORR 251 CABSTORAGEF 3' - 0" 8' - 0" 1 3/4" WOOD 29.0 F1 HM252203 GREAT HALL SF2 6' - 0" 8' - 0" 1 3/4" ALUM/GLASS 10.2 AFS ALUM253 252 STUDENTINVOLVEMENT253 STORAGE/STAGINGF 3' - 0" 8' - 0" 1 3/4" WOOD 29.0 F1 HM254 254 GROWTH/ SMMTGF 3' - 0" 8' - 0" 1 3/4" WOOD 22.1 AFS ALUM255 252 STUDENTINVOLVEMENT255 COPY/SUPPLYF 3' - 0" 8' - 0" 1 3/4" WOOD 25.0 F1 HM256 252 STUDENTINVOLVEMENT256 GREEK LIFEOPEN OFFICEF 3' - 0" 8' - 0" 1 3/4" WOOD 26.1 AFS ALUM257 256 GREEK LIFEOPEN OFFICE257 GRAD ASST -GREEK LIFEF 3' - 0" 8' - 0" 1 3/4" WOOD 22.1 AFS ALUM258 258 GREEK LIFEEXEC. OFFICE256 GREEK LIFEOPEN OFFICEF 3' - 0" 8' - 0" 1 3/4" WOOD 22.1 AFS ALUM259 252 STUDENTINVOLVEMENT259 ASST.DIRECTORSTUDENTAFFAIRSF 3' - 0" 8' - 0" 1 3/4" WOOD 22.1 AFS ALUM260 260 SM MEETING 252 STUDENTINVOLVEMENTF 3' - 0" 8' - 0" 1 3/4" WOOD 22.1 AFS ALUM261 252 STUDENTINVOLVEMENT261 DIRECTORSTUDENTACTIVITIESF 3' - 0" 8' - 0" 1 3/4" WOOD 22.1 AFS ALUM263 252 STUDENTINVOLVEMENT263 ASST.DIRECTORGREEK LIFEF 3' - 0" 8' - 0" 1 3/4" WOOD 22.1 AFS ALUM264 252 STUDENTINVOLVEMENT264 SGA OPENOFFICEF 3' - 0" 8' - 0" 1 3/4" WOOD 26.1 AFS ALUM265 265 SGA EXEC.OFFICEF 3' - 0" 8' - 0" 1 3/4" WOOD 22.1 AFS ALUM266 266 SM MEETING 252 STUDENTINVOLVEMENTF 3' - 0" 8' - 0" 1 3/4" WOOD 22.1 AFS ALUM267 252 STUDENTINVOLVEMENT267 GRAD ASST -SGAF 3' - 0" 8' - 0" 1 3/4" WOOD 22.1 AFS ALUM269 252 STUDENTINVOLVEMENT269 GRAD ASST -PROGRAMF 3' - 0" 8' - 0" 1 3/4" WOOD 22.1 AFS ALUM270 270 SM MEETING 252 STUDENTINVOLVEMENTF 3' - 0" 8' - 0" 1 3/4" WOOD 22.1 AFS ALUM271 252 STUDENTINVOLVEMENT271 SGASTORAGEF 3' - 0" 8' - 0" 1 3/4" WOOD 25.0 F1 HM272 272 CABOPENOFFICE252 STUDENTINVOLVEMENTF 3' - 0" 8' - 0" 1 3/4" WOOD 26.1 AFS ALUM273 272 CABOPENOFFICE273 CAB EXEC.OFFICEF 3' - 0" 8' - 0" 1 3/4" WOOD 22.1 AFS ALUM274 274 CAB PREPROOM272 CABOPENOFFICEF 3' - 0" 8' - 0" 1 3/4" WOOD 22.1 AFS ALUM275 275 INTL OPENOFFICE252 STUDENTINVOLVEMENTF 3' - 0" 8' - 0" 1 3/4" WOOD 26.1 AFS ALUM276 276 GRAD ASST -INTL275 INTL OPENOFFICEF 3' - 0" 8' - 0" 1 3/4" WOOD 22.1 AFS ALUM280-1 280 MEETING 203 GREAT HALL SF2 6' - 0" 8' - 0" 1 3/4"ALUM/GLASS 8.0 AFS ALUM280-2 280 MEETING 203 GREAT HALL SF1 3' - 0" 8' - 0" 1 3/4"ALUM/GLASS 7.0 AFS ALUM284 284 GMR 283 LOBBY SF1 3' - 0" 8' - 0" 1 3/4" ALUM/GLASS 7.1 AFS ALUM285 285 GMR 283 LOBBY SF1 3' - 0" 8' - 0" 1 3/4" ALUM/GLASS 7.1 AFS ALUM286 286 GMR 283 LOBBY SF1 3' - 0" 8' - 0" 1 3/4" ALUM/GLASS 7.1 AFS ALUM289 288 CORR 289 PINE BURR SF1 3' - 0" 8' - 0" 1 3/4" ALUM/GLASS 7.1 AFS ALUM290 290 STOR. 289 PINE BURR F 6' - 0" 8' - 0" 1 3/4" WOOD 34.0 F2 HM291 291 CORR 287 LOBBY F 6' - 0" 8' - 0" 1 3/4" WOOD 19.0 F2 HMSOUND/LIGHT LOCK - SEE ACOUSTICAL DOOR DETAIL D1292 287 LOBBY 292 CORR F 6' - 0" 8' - 0" 1 3/4" WOOD 19.0 F2 HMSOUND/LIGHT LOCK - SEE ACOUSTICAL DOOR DETAIL D1293-1 293 CINEMA 291 CORR F 6' - 0" 8' - 0" 1 3/4" WOOD 42.0 F2 HM SOUND/LIGHT LOCK - SEE ACOUSTICAL DOOR DETAIL D1293-2 293 CINEMA 292 CORR F 6' - 0" 8' - 0" 1 3/4" WOOD 42.0 F2 HM SOUND/LIGHT LOCK - SEE ACOUSTICAL DOOR DETAIL D1293-3 293 CINEMA 283 LOBBY F 4' - 0" 8' - 0" 1 3/4" WOOD 12.0F1 HM SOUND/LIGHT LOCK - SEE ACOUSTICAL DOOR DETAIL D1294294 SMOOTHIEBARV 3' - 0" 8' - 0" 1 3/4" WOOD 25.0 F1 HM295 295 SMOOTHIEBAR BOH294 SMOOTHIEBARHG 3' - 0" 8' - 0" 1 3/4" HM 38.0 F1 HMDOOR SCHEDULE NOTESNOTES:1) SEE SPECIFICATIONS FOR DOOR HARDWARE SCHEDULE -INCLUDING DESCRIPTION OFDOOR OPERATION (LOCK OPERATION, COORDINATION WITHACCESS CONTROL SYSTEM ETC.)2) ALL DOOR HARDWARE UTILIZED IS MECHANICAL ORELECTROMECHANICAL AND PROVIDESFREE EGRESS FROM SPACES SERVED - NO MAGNETIC LOCKS AREUTILIZED.DOOR SCHEDULE - LEVEL 3Door NumberFrom Room:NumberFrom Room:NameTo Room:NumberTo Room:NameDoorHW SetFrameCommentsType Width Height Thickness Material Rating Type Material Finish301-1301 PROJECTIONROOMF 3' - 0" 8' - 0" 1 3/4" WOOD 33.0 F1 HM301-2 301 PROJECTIONROOMF 3' - 0" 8' - 0" 1 3/4" WOOD 33.0 F1 HMNO. REASON DATE
FFLUSHSF2ALUMINUM STOREFRONTENTRANCE DOOR PAIRSF1ALUMINUM STOREFRONTENTRANCE DOORSEE DOOR SCHEDULE COMMENTS FOR GLASS TYPEGL1FRAMELESS GLASS1/2" CLEAR TEMPERED GLASSTOP & BOTTOM RAILS TO MATCHSTOREFRONTGL2FRAMELESS GLASS1/2" CLEAR TEMPERED GLASSTOP & BOTTOM RAILS TO MATCHSTOREFRONTSCHEDULESEESEE SCHEDULESD5OVERHEAD COILING DOORSEE SCHEDULESEE SCHEDULE5' - 0"SD43/4" SOLID WD. W/ 18 GA SSVENEER (1" NOM.)CLEAR ACRYLIC WINDOWSET IN BLACK RUBBERMOLDING1' - 2"9"SCHEDULESEESEE SCHEDULESCHEDULESEESCHEDULESEESD3ACCESS PANELPAINTED TO MATCHADJACENT WALL;SEMI GLOSS FINISHSEE SCHEDULESD1PIVOTPAIR WHERE INDICATEDSEE SCHEDULE FORMATERIAL6"3' - 0"SD2LOUVERED STALL DOORFINISH TO MATCHARCHITECT'S SAMPLESEE INT. ELEV.ELEV.SEE INT.8"6"2' - 0"6"3' - 2"6"PPANELFGFULL GLAZE1' - 1"5' - 2"FLFULL LOUVER1' - 1"5' - 2"HGHALF GLASS3' - 6"2' - 9"HGLHALF GLASS w/LOUVER3' - 6"2' - 9"2' - 2 1/2"1' - 4"1' - 1"LLOUVER1' - 4"1' - 1"N2' - 9"3"NL2' - 9"3"1' - 4"1' - 1"NARROW LITENARROW LITE w/LOUVERV1' - 0"1' - 0"VISIONVL1' - 0"1' - 0"VISION w/LOUVER1' - 4"1' - 1"SF2ALUMINUM STOREFRONTENTRANCE DOOR PAIRSF1ALUMINUM STOREFRONTENTRANCE DOORDETAIL ADETAIL B (SIM)DETAIL CDETAIL DDETAIL ADETAIL CDETAIL DDETAIL BEXIT DEVICE, SEEHDWR. SCHEDULEX = 54" MIN.Y = 52" MIN.Y = 48" MIN. (IF BOTHCLOSER & LATCH ON DR)NOTE: ERECT ALL DOOR FRAMES AND ADJACENT WALLS PERAPPLICABLE PLAN CONFIGURATION. NOTIFY ARCHITECT OFCONFLICTS PRIOR TO INSTALLATION OF DOOR FRAMES AND/ORADJACENT WALLS.X = 12" MIN. (IF BOTHCLOSER & LATCH ON DR)Y = 48" MIN.FRONT APPROACHPUSH SIDEX = 18" MIN.(24" MIN. PREFERRED)Y = 60" MIN.Y = 42" MIN.LATCH SIDE APPROACHX = 24" MIN.X = 24" MIN.Y = 54" MIN. (IFCLOSER ON DR)Y = 48" MIN.X = 42" MIN., IF Y = 54"HINGE SIDE APPROACHX = 36" MIN., IF Y = 60"PULL SIDEYXXYXYYXXYYXALUMINUM FRAMEPARTITION AS SCHEDULEDSCHEDULED DOORREVEAL TRIM w/MITERED CORNERSMETAL STUD HEAD FRAMINGPARTITION AS SCHEDULEDSCHEDULED DOORALUMINUM FRAME w/ MITEREDCORNERSDOUBLE STUD FRAMING ATDOOR JAMBREVEAL TRIMDOOR AS SCHEDULEDINTERIOR PARTITION ASSCHEDULEDCONTINUOUS BACKER RODAND SEALANT EACH SIDEEXTERIOR PARTITION ASSCHEDULEDBOXED HEADERHOLLOW METAL FRAME2"1/2"5 3/4"1"CORNER BEAD, TYP.2"1/2"5 3/4"DOOR AS SCHEDULEDINTERIOR PARTITION ASSCHEDULEDCONTINUOUS BACKER RODAND SEALANT EACH SIDEEXTERIOR PARTITION ASSCHEDULEDDOUBLE STUD FRAMING ATDOOR JAMBANCHOR TO INTERIORPARTITION FRAMING ANDGROUT SOLIDHOLLOW METAL FRAME1"CORNER BEAD, TYP.1/4"DOOR AS SCHEDULEDPARTITION AS SCHEDULEDHOLLOW METAL FRAME,SEE FRAME TYPE SCHEDULEANCHOR TO STUDSCONTINUOUS SEALANTBOTH SIDES, TYP.METAL STUD HEAD FRAMING2"HOLLOW METAL FRAME,SEE FRAME TYPE SCHEDULEDOOR AS SCHEDULEANCHOR TO STUDSDOUBLE STUD FRAMINGAT DOOR JAMBPARTITION AS SCHEDULEDSTEEL REINFORCINGS/A DOOR JAMBS/A HEADERSHEAR BLOCK PKG.D.L.O.5"7"D.L.O.DETAIL DJAMBDETAIL BSINGLE ACTING HEADERFOR SURFACE CLOSERDETAIL AMEETING STILE5"1/8"5"DETAIL CBOTTOM RAIL10"REQUEST TO EXITBUTTON ON EGRESSSIDE. CARD READER ONEXTERIOR WITHIN 5' OFEGRESSDOOR CLOSER ASSCHEDULEDNOTE:ALL ELECTRONIC LOCKS ON EGRESS DOORSSHALL UNLOCK UPON ACTIVATION OF THE FIREALARM AND SPRINKLER SYSTEM.MOTION DETECTOR ONEGRESS SIDE ASSCHEDULEDNOTE:COORDINATE WITH SECURITY SYSTEM ANDSECURITY RISER DIAGRAM.PROVIDE POWERTHROUGH REQUIREDCONDUIT TO ELECTRICHINGES,ELECTROMECHANICALLOCKS, CARD READERS,DOOR OPERATORS ANDANY OTHER HARDWARE.STUB UP 12"ABOVE CEILING AT JAMBAND HINGE.40" MIN.48" MAX.8"NOTE:TYPICAL LOCATION FOR SPECIALTY DEVICES NEAR A DOOR* VERIFY THAT ALL MOUNTINGHEIGHTS ARE IN ACCORDANCEWITH LOCAL JURISDICTIONALCODES48" AFFSTEV18" AFFFAFF8"SLIGHT SWITCHTTHERMOSTATVVOICE/DATAERECEPTACLEFWALL MOUNTEDFURNITURE INFEED10"6"SIGNBRAILESIGN9"48" MIN.60" MAX.NOTE:TYPICAL LOCATION FOR SPECIALTY DEVICES NEAR A GLASSOFFICE FRONT AND DOOR* VERIFY THAT ALL MOUNTINGHEIGHTS ARE IN ACCORDANCEWITH LOCAL JURISDICTIONALCODES48" AFFSTEV18" AFFFAFF8"SLIGHT SWITCHTTHERMOSTATVVOICE/DATAERECEPTACLEFWALL MOUNTEDFURNITURE INFEED6"6"F5ALUMINUM STOREFRONTSCHEDULESEE2"SCHEDULESEE2"SCHEDULESEE2"SCHEDULESEE2"SCHEDULESEE2"3' - 6"2"SCHEDULESEE2"F7HOLLOW METALPAINTED TO MATCHADJACENT WALL;SEMI GLOSS FINISHF1F2HOLLOW METALPAINTED TO MATCHADJACENT WALL;SEMI GLOSS FINISH2"SCHEDULESEE2"2"SCHEDULESEE2"SCHEDULESEE2"2"SCHEDULESEEHOLLOW METALPAINTED TO MATCHADJACENT WALL;SEMI GLOSS FINISHCEILINGCEILINGAT DOORS w/ CRs PROVIDE 1/2" CONDUIT AT BOTH JAMBS TO12" ABOVE CEILING, FROM STRIKE JAMB AND BUTT JAMB FORELECTRIC HINGEF3F4HOLLOW METALPAINTED TO MATCHADJACENT WALL;SEMI GLOSS FINISH2"SCHEDULESEE2"4"SCHEDULESEE2"SCHEDULESEE2"4"SCHEDULESEEHOLLOW METALPAINTED TO MATCHADJACENT WALL;SEMI GLOSS FINISHCEILINGCEILINGAT DOORS w/ CRs PROVIDE 1/2" CONDUIT AT BOTH JAMBS TO12" ABOVE CEILING, FROM STRIKE JAMB AND BUTT JAMB FORELECTRIC HINGENOT USEDF6ALUMINUM STOREFRONTSCHEDULESEE2"SCHEDULESEE2"SCHEDULESEE2"NOT USED1.CAULK DOOR JAMBS AND HEADS AT DOORS LOCATED IN WALLS TOBE SOUND INSULATED. 2.HOLLOW METAL DOOR FRAMES TO BE FULLY WELDED FRAMES.3.CAULK DOOR JAMBS AND HEADS WHERE GAPS, BETWEEN WALL ANDFRAME EXCEEDS 1/16".4.PROVIDE (3) JAMB AND (1) BASE ANCHOR PER JAMB AT GYP. BOARDPARTITIONS.5.DOORS SHALL OPERATE FREELY WITHOUT BINDING.6.FRAME ROUGH OPENINGS AS RECOMMENDED BY METAL STUD MFR.AND DOOR FRAME MFR.7.PROVIDE ANCHORS AND ACCESSORIES AS REQ'D. FOR CONDITIONS& PER MFR. RECOMMENDATIONS.8.DOOR FRAMES SHALL BE SECURED RIGIDLY IN PLACE AND BRACEDTO FLOOR AND STRUCTURE ABOVE TO PREVENT BREAK OUT TOPARTITIONS.9.DOORS TO BE LOCATED 6" FROM FACE OF WALL INCLUDING DOORFRAME, U.O.N.10.ERECT ALL DOOR FRAMES AND ADJACENT WALLS TO CONFORM TOTHE APPLICABLE PLAN CONFIGURATION. NOTIFY LITTLE OF ANYCONFLICTS PRIOR TO INSTALLATION OF DOOR FRAMES ANDADJACENT WALLS DURING TRACK LAYOUT.11.COORDINATE WITH SECURITY SYSTEM, SECURITY RISER DIAGRAMAND FIRE ALARM SYSTEM.12.CONFIGURE CURTAIN WALL/STOREFRONT SYSTEM TOACCOMMODATE CONDUIT FOR SECURITY DEVICES.13.DOOR UNDERCUTS SHALL BE KEPT TO A MINIMAL DIMENSION ANDSHALL BE UNIFORM THROUGHOUT PROJECT, U.O.N.14.FOR 1-HOUR DOORS USED IN STAIRWAY ENCLOSURES THE AVERAGETEMPERATURE RISE DEVELOPED ON THE UNEXPOSED SIDE SHALLNOT EXCEED 450 DEGREES F AT THE END OF 30 MINUTES OFSTANDARD FIRE TEST EXPOSURE.15.BOTH SIDES OF ALL EXTERIOR DOORS SHALL HAVE THE SAMEELEVATION WITH NO MORE THAN 1/2" DIFFERENCE ON EITHER SIDE.16.INSTALLATION OF ALL DOORS AND HARDWARE SHALL MEET MINIMUMADA REQUIREMENTS.SIGN:LOCATION: TYPE:MEN (TOILET ROOMS) 2WOMEN (TOILET ROOMS) 2JANITOR (JANITOR CLOSETS)3STAIRS(STAIR IDENTIFICATION EACH FLOOR)2AELECTRICAL (ELECTRICAL ROOMS)3MACHINE ROOM (ELEVATOR MACHINE ROOMS)3MECHANICAL(MECHANICAL ROOMS)3IN CASE OF EMERGENCY,USE STAIRS (CALL BUTTON SIGNSSEE A611("accessible exit")AT ELEVATOR LOBBIES)(ENGRAVED)FLOOR(CALL BUTTON SIGNSSEE A611IDENTIFICATION AT ELEVATOR LOBBIES)(ENGRAVED)LUMINOUS EGRESS (FLOOR IDENTIFICATION 3(SEE A603)SIGNS IN STAIRS)ROOF (ROOF IDENTIFICATION 3SIGN IN STAIRS)MAXIMUMOCCUPANCYLOAD(ASSEMBLY AREAS)5SIGN TYPE 1: NOT USEDSIGN TYPE 1A: NOT USEDSIGN TYPE 2: 8-1/4" x 7" PAINTED ACRYLIC SIGNSIGN TYPE 2A: 17-1/2" x 15-1/2" ACRYLIC SIGNSIGN TYPE 3: 6" x 8" PAINTED ACRYLIC SIGNSIGN TYPE 4: NOT USEDSIGN TYPE 5: 6" x 8" SEMI-MATTE ACRYLIC SIGNCONDITION A CONDITION BSIGN TYPE 5:IN STAIRWELL SIGN REQUIREMENTSPROVIDE BRAILLE LETTERING ON EACH SIGN IN CONFORMANCE WITH A.D.A.AND CODE REQUIREMENTSPROVIDE MOCKUPS OF ALL SIGNS FOR CITY REVIEW BEFORE FABRICATIONEAST STAIRLEVEL1 THRU 6ROOF ACCESSTHIS FLOOR FOREXIT DISCHARGEMaximumOccupancy120COORDINATE OCCUPANCY COUNT WITH ARCHITECTPOST OCCUPANCY LOAD IN A CONSPICUOUS PLACE, NEAR THE MAIN EXITOR EXIT ACCESS DOORWAY FROM THE ROOM OR SPACE OF ASSEMBLYAREAS (PER CODE REQUIREMENTS)1EAST STAIRLEVEL1 THRU 5NO ROOF ACCESSTHIS FLOOR FOREXIT DISCHARGE2*1SIGN TYPE 2A:EXITWOMENMENSIGN TYPE 2:SIGN TYPE 3:2JANITORNOTES:1. ALL ELECTRICAL ROOMS, FIRE SPRINKLER ROOMS, FIRE ALARM ROOMSSHOULD BE LABELED ACCORDING TO THE GOVERNING FIRE CODE WITHREQ'D MINIMUM CHARACTER SIZES.2. CHARACTERS AND TACTILE CHARACTERS OF SIGNS SHALL MEET THEREQUIREMENTS OF APPLICABLE ACCESSIBILITY CODES.*CODE-REQUIRED SIGNAGE ONLYSIGN TYPES09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A9.0.3DOOR AND FRAMETYPESCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLEFRAME TYPESDOOR TYPESADA DOOR CONFIGURATIONSDEVICE LOCATIONSALUMINUM STOREFRONTINTERIOR HM FRAMEINTERIOR ALUMINUM FRAMEEXTERIOR HM FRAMEGENERAL NOTES - DOORSINTERIOR SIGNAGENO. REASON DATE
10' - 0"2' - 0"3' - 0"2' - 0"2' - 3 1/8"9' - 3 1/8"MITEREDBUTT-GLAZEDCORNER10' - 0"2' - 2 3/4"MITEREDBUTT-GLAZEDCORNER8' - 0"2' - 0"10' - 0"EQEQ3' - 0"1 1/2"9' - 8 3/8"1 1/2"3' - 0"EQEQEQEQEQ8' - 0"2' - 0"10' - 0"20' - 4 3/8"ANGLED CORNERCENTER MULLION ON CEILINGIN FITNESS ENTRY BEYOND3' - 2 1/8"7' - 0"3' - 1 1/4"3' - 5 1/2"3' - 5 1/2"8' - 0"2' - 0"10' - 0"EQEQEQEQEQ19' - 1 1/2"10' - 0"8' - 0"2' - 0"12' - 8"ANGLED CORNER8' - 0"4' - 0"12' - 0"ANGLED CORNER8' - 0"4' - 0"12' - 0"2' - 8 1/2"6' - 0"2' - 8 1/2"11' - 5"3' - 9"3' - 0"4' - 0"4' - 0"4' - 0"4' - 0"16' - 0"3' - 9"3' - 0"3' - 6"3' - 0"3' - 9"6' - 7 83/256"1 1/2"3' - 0"20' - 0" (VARIES)8' - 0"2' - 0"10' - 0"EQEQEQEQEQ2' - 9 3/4"2' - 6 3/4"6' - 0"2' - 6 3/4"3' - 11 7/8"17' - 11"8' - 0"2' - 0"10' - 0"11' - 4 3/4"6' - 0"11' - 7"12' - 0"8' - 0"4' - 0"28' - 11 3/4"12' - 0"18' - 6 3/4"4' - 0"8' - 0"3' - 4 1/2"3' - 0"1 1/2"6' - 6"12' - 0"8' - 0"4' - 0"4' - 1"6' - 0"4' - 1"14' - 2"8' - 0"4' - 0"12' - 0"1 1/2"3' - 0"EQEQ9' - 8 3/8"2' - 0"8' - 0"10' - 0"1 1/2"3' - 0"EQEQ10' - 0 3/4"10' - 0"2' - 0"8' - 0"EQEQEQEQ15' - 10"3' - 6"5' - 6"MITERED BUTT-GLAZED CORNERMITERED BUTT-GLAZED CORNER9' - 0"3' - 6"5' - 6"1' - 3 1/2"MITEREDBUTT-GLAZEDCORNER9' - 0"4' - 0 3/4"3' - 1 1/2"6' - 0"1' - 7 3/4"3' - 9 1/2"1' - 7 3/4"6' - 0"3' - 0"4' - 1 1/2"33' - 4 3/4"8' - 0"4' - 0"8' - 1 1/4"3' - 10 3/4"12' - 0"8' - 0"4' - 0"12' - 0"2' - 1 3/4"2' - 11 3/4"6' - 0"1' - 7 3/4"3' - 9 1/2"1' - 7 3/4"6' - 0"3' - 1 1/2"27' - 4"8' - 1 1/4"3' - 10 3/4"12' - 0"3' - 10 3/4"8' - 1 1/4"11' - 11"8' - 0"2' - 0"10' - 0"1' - 8"MITERED BUTT-GLAZED CORNER1' - 3 1/2"3' - 6"5' - 6"9' - 0"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A9.1.1INTERIOR FRAMINGSYSTEM ELEVATIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"AFS-50LEV. 1 & 2, A 1/4" = 1'-0"AFS-51LEV. 1 & 2, A 1/4" = 1'-0"AFS-52LEV. 1 & 2, A 1/4" = 1'-0"AFS-53LEV. 1 & 2, A 1/4" = 1'-0"AFS-54LEV. 1, A 1/4" = 1'-0"AFS-55LEV. 1, A 1/4" = 1'-0"AFS-59LEV. 1, B 1/4" = 1'-0"AFS-58LEV. 1, B 1/4" = 1'-0"AFS-61LEV. 1, D 1/4" = 1'-0"AFS-62LEV. 1, D 1/4" = 1'-0"AFS-63LEV. 1, D 1/4" = 1'-0"AFS-64LEV. 2, A 1/4" = 1'-0"AFS-67LEV. 2, A 1/4" = 1'-0"AFS-68LEV. 2, B 1/4" = 1'-0"AFS-69LEV. 2, B 1/4" = 1'-0"AFS-70LEV. 2, B 1/4" = 1'-0"AFS-71LEV. 2, D 1/4" = 1'-0"AFS-72LEV. 2, D 1/4" = 1'-0"AFS-73LEV. 2, D 1/4" = 1'-0"AFS-48LEV. 1, B 1/4" = 1'-0"AFS-49LEV. 1, B 1/4" = 1'-0"AFS-60LEV. 1, B 1/4" = 1'-0" ?AFS-56 1/4" = 1'-0"AFS-57? 1/4" = 1'-0"AFS-66LEV. 2, A 1/4" = 1'-0"AFS-47LEV. 1, BNO. REASON DATE
10' - 8"EQEQ3' - 0"1 1/2"10' - 0"8' - 0"2' - 0"EQEQEQEQ3' - 0"1 1/2"8' - 0"2' - 0"10' - 0"16' - 8"8' - 0"2' - 0"10' - 0"1 1/2"3' - 0"EQEQ7' - 8 3/4"2' - 0"8' - 0"1 1/2"3' - 0"EQEQ10' - 2 1/4"10' - 0"2' - 10"5' - 0"5' - 0"5' - 0"5' - 0"15' - 0"7' - 10"3' - 6"8' - 6"12' - 0"2' - 9"3' - 0"2' - 9"8' - 6"3' - 6"8' - 6"EQEQEQ8' - 6"12' - 0"3' - 9"3' - 9"3' - 0"1 1/2"8' - 0"4' - 0"12' - 0"10' - 7 1/2"EQEQ6' - 1 7/8"8' - 0"4' - 0"12' - 0"8' - 0"4' - 0"12' - 0"EQEQ3' - 0"1 1/2"7' - 0 1/8"1 1/2"3' - 0"2' - 3 1/2"5' - 5"8' - 1 1/2"2' - 3 1/2"3' - 0"1 1/2"5' - 5"8' - 1 1/2"09/21/17w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF513-4526-0009.21.17A9.1.2INTERIOR FRAMINGSYSTEM ELEVATIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIALITTLE 1/4" = 1'-0"AFS-74LEV. 2, D 1/4" = 1'-0"AFS-75LEV. 2, D 1/4" = 1'-0"AFS-76LEV. 2, D 1/4" = 1'-0"AFS-77LEV. 2, D 1/4" = 1'-0"AFS-78LEV. 3, A 1/4" = 1'-0"AFS-79LEV. 1, B 1/4" = 1'-0"AFS-80LEV. 1, B 1/4" = 1'-0"AFS-82LEV. 1, D 1/4" = 1'-0"AFS-81LEV. 1, D 1/4" = 1'-0"AFS-83LEV. 1, D 1/4" = 1'-0"AFS-85LEV. 2, D 1/4" = 1'-0"AFS-86LEV. 2, DNO. REASON DATE
1.THESE NOTES SHALL APPLY UNLESS INDICATED OTHERWISE BY DRAWINGS OR SPECIFICATIONS. IN THE EVENT THAT CONFLICTSOCCUR BETWEEN THESE NOTES, DRAWINGS OR SPECIFICATIONS NOTIFY THE STRUCTURAL ENGINEER FOR RESOLUTION PRIOR TOPROCEEDING WITH THE WORK.2.STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. SHOP DRAWINGS SHALL DETAIL ALLCONDITIONS IN ACCORDANCE WITH THE SPECIFIED STANDARDS AND THE SPECIFIC REQUIREMENTS OF THIS PROJECT.3.SUBMIT SHOP DRAWINGS ON ALL STRUCTURAL MATERIALS FOR APPROVAL BEFORE FABRICATION. CONTRACTOR SHALL REVIEW ANDAPPROVE SHOP DRAWINGS PRIOR TO SUBMISSION.4.THE STRUCTURE INDICATED BY THE DRAWINGS AND SPECIFICATIONS IS STRUCTURALLY STABLE ONLY IN ITS COMPLETED FORM. THECONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, SEQUENCES AND OPERATIONS OF CONSTRUCTION AND SHALLPROVIDE TEMPORARY BRACING AS REQUIRED TO MAINTAIN THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION.5.ALL DETAILS, SECTIONS, AND NOTES INDICATED ON THE DRAWINGS SHALL APPLY AT ALL LOCATIONS WHERE CONDITIONS ARE SIMILARTO THOSE INDICATED BY THE DETAIL, SECTION, OR NOTE.6.CENTERLINES OF COLUMNS AND FOUNDATIONS SHALL COINCIDE WITH GRID LINE INTERSECTIONS UNLESS NOTED OTHERWISE.7.CENTERLINES OF FLOOR AND ROOF FRAMING MEMBERS SHALL COINCIDE WITH GRID LINES UNLESS NOTED OTHERWISE.8.EQUALLY SPACE FLOOR AND ROOF FRAMING MEMBERS BETWEEN GRID LINES UNLESS NOTED OTHERWISE.9.USE ONLY DIMENSIONS INDICATED ON THE DRAWINGS. DO NOT SCALE THE DRAWINGS OR USE ANY DIMENSIONS TAKEN FROMELECTRONIC DATA FILES.10.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE STRUCTURAL WORK WITH CIVIL, ARCHITECTURAL,MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS AND ALL OTHER RELEVANT TRADES. IN CASE OF CONFLICT BETWEENSTRUCTURAL WORK AND DRAWINGS RELATED TO OTHER TRADES THE CONTRACTOR SHALL MAKE IN THEIR BID ALLOWANCE FOR THEMORE SEVERE REQUIREMENTS. CONFLICTS BETWEEN THE STRUCTURAL WORK AND THE DRAWINGS OF OTHER TRADES SHALL NOTBE A REASON FOR ANY ADDITIONAL COST OR DELAY IN EXECUTION OF THE WORK.11.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES BETWEEN THE STRUCTURALDOCUMENTS AND ANY OTHER DOCUMENTS OR EXISTING CONDITIONS FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK.GENERAL CONDITIONS AND STATEMENTSDESIGN CRITERIADESIGN CODES1.BUILDING CODE2012 NORTH CAROLINA BUILDING CODE BASED ON 2009 IBC2.DESIGN LOADSASCE 7-053.STEEL AISC 360-05 SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS4.CONCRETE ACI 318-08 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE5.CONCRETE MASONRYACI 530-08 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES6.COLD FORMED STEELAISI S100-07 NORTH AMERICAN SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURALMEMBERSDESIGN LOADS1.BUILDING OCCUPANCY GROUPIII2.LIVE LOADMECHANICAL150 PSFLIGHT STORAGE125 PSFSTAIRS100 PSFASSEMBLY AREA (MOVABLE SEATS)100 PSFCORRIDORS100 PSFCORRIDORS ABOVE 1ST FLOOR 80 PSFROOF 20 PSF3.SNOW LOADPg15 PSFIs1.1Ct1.0Ce1.0Pf16 PSFFROST PENETRATION16 INCHES4.WIND LOADWIND SPEED95 MPHEXPOSUREBIw1.15Kd0.85GCpi+/- 0.18COMPONENTS AND CLADDING PRESSURES IN ACCORDANCE WITH ASCE 7WIND BASE SHEAR NS 244 KIPSWIND BASE SHEAR EW161 KIPS5.SEISMIC LOADIe1.25SITE CLASSIFICATIONDSs0.179S10.085Sds0.191Sd10.135SEISMIC DESIGN CATEGORYCSEISMIC FORCE RESISTING SYSTEMSTEEL BRACED FRAMES NOT DETAILED FORSEISMIC RESISTANCE; R=3ANALYSIS PROCEDUREEQUIVALENT LATERAL FORCESEISMIC BASE SHEAR565 KIPSDEFERRED SUBMITTALS1.LIGHT GAGE METAL FRAMING AND LIGHT GAGE METAL TRUSSES2.STEEL STAIRS, HANDRAILS, AND GUARDRAILS3.PRECAST VENEER4.CAST STONE VENEERTHE FOLLOWING ITEMS SHALL BE DESIGNED BY A SPECIALTY ENGINEER FOR THE CONTRACTOR. DRAWINGS AND CALCULATIONS SHALLBE SUBMITTED TO THE ARCHITECT FOR REVIEW, SEALED AND SIGNED BY A NORTH CAROLINA STRUCTURAL ENGINEER.1.SUBMIT MIX DESIGNS FOR EACH TYPE OF CONCRETE SPECIFIED.2.SUBMIT DATA FOR ALL ADMIXTURES, CURING COMPOUNDS AND HARDENERS THAT ARE INTENDED FOR USE.3.TEST REPORTS SHALL BE SENT TO THE STRUCTURAL ENGINEER AND SHALL BE AVAILABLE AT THE JOBSITE4.CONCRETE SHALL HAVE THE MINIMUM 28 DAY COMPRESSIVE STRENGTH AND WEIGHTS:LOCATION28 DAY STRENGTHUNIT WEIGHTFOUNDATIONS3,000 PSI145 PCFSLAB ON GRADE3,500 PSI145 PCFELEVATED SLAB ON DECK4,000 PSI115 PCF & 145 PCF (SEE PLAN FOR LOCATION)5.CONCRETE WORK SHALL CONFORM TO ACI 318.6.REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60.7.REINFORCING BARS TO BE WELDED SHALL CONFORM TO ASTM A706 GRADE 60.8.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185. PROVIDE MATERIAL IN SHEETS. LAP ALL WELDED WIRE FABRIC ONEFULL SQUARE PLUS 2" AT ALL SHEET EDGES.9.SLAB ON GRADE DOWELS SHALL BE SMOOTH RODS CONFORMING TO ASTM A36 WITH ENDS SMOOTH CUT.10.REINFORCING BAR SUPPORT DEVICES SHALL CONFORM TO CRSI MANUAL OF STANDARD PRACTICE.11.CONCRETE CLEAR COVER ON EMBEDDED REINFORCING SHALL BE AS FOLLOWS:LOCATIONBAR SIZEMINIMUM CLEAR COVERFOOTINGSALL3" BOTTOM AND SIDES,2" TOPCONCRETE EXPOSED TO EARTH OR WEATHER#5 AND SMALLER1 1/2"#6 THROUGH #182"CONCRETE NOT EXPOSED TO EARTH OR WEATHERSLABS, WALLS AND JOISTS#11 AND SMALLER3/4"#14 AND #181 1/2"BEAMS AND COLUMNSALL1 1/2"PRIMARY REINFORCING, STIRRUPSAND TIES12.ALL CONTINUOUS BARS SHALL HAVE A CLASS B TENSION LAP SPLICE AT ALL SPLICES UNO. PROVIDE CORNER BARS FOR ALLCONTINUOUS BARS AT ALL FOUNDATION AND WALL CORNERS AND INTERSECTIONS. LAP CORNER BARS 48 BAR DIAMETERS EACH END.13.PROVIDE 2 #5 x 4'-0" LONG TOP DIAGONAL BARS AT ALL REENTRANT CORNERS IN ALL SLABS ON GRADE AND ELEVATED SLABS.14.PROVIDE DOWELS TO FOOTINGS TO MATCH ALL WALL, PIER AND COLUMN VERTICAL REINFORCING UNO. EMBED DOWELS INFOOTING WITH HOOK TO WITHIN 3" OF BOTTOM OF FOOTING. EXTEND DOWELS ABOVE FOOTING FOR 48 BAR DIAMETER LAP SPLICEWITH VERTICAL REINFORCING UNO.15.CONSTRUCTION OR CONTRACTION JOINTS SHALL BE INSTALLED IN SLABS ON GRADE AT A SPACING NOT TO EXCEED 12'-0" OC EACHDIRECTION UNO ON FOUNDATION PLAN. ASPECT RATIO OF SLAB AREAS BETWEEN JOINTS (RATIO OF LONG SIDE TO SHORT SIDE)SHALL NOT EXCEED 1.5. SAW CUT JOINTS SHALL BE MADE AS SOON AS SLABS WILL SUPPORT MEN AND EQUIPMENT. EMBEDDED EDGEANGLES SHALL BE DISCONTINUOUS AT SLAB JOINT LOCATIONS.16.CONSTRUCTION AND CONTRACTION JOINTS IN WALLS SHALL BE LOCATED AT 100'-0" OC MAXIMUM AND 25'-0" MAXIMUM FROM WALLCORNERS. ALIGN JOINTS IN WALLS WITH JOINTS IN SLABS AT LOCATIONS WHERE SLABS ARE CONNECTED TO WALLS.17.CONFORM TO ACI 306 FOR COLD WEATHER CONCRETE AND ACI 305 FOR HOT WEATHER CONCRETE WORK WHEN ANY COMBINATIONOF TEMPERATURE, HUMIDITY OR WIND SPEED RESULTS IN CONDITIONS THAT WOULD IMPAIR THE QUALITY OF CONCRETE.CONCRETE IS TO BE REJECTED IF ITS TEMPERATURE AT TIME OF PLACEMENT IS 90 DEGREES F OR ABOVE.18.CHAMFER ALL EXPOSED CONCRETE EDGES 3/4" UNO. SEE ARCHITECTURAL DRAWINGS FOR DETAILS.19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL EMBEDDED ITEMS IN CONCRETE WORK.COORDINATE WITH THEFOLLOWING:CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS, PRECAST SHOP DRAWINGS,MECHANICAL, ELECTRICALAND PLUMBING EQUIPMENT AND FIXTURE REQUIREMENTS.21.WHERE CONDUITS AND PIPES ARE INDICATED TO BE EMBEDDED WITHIN A SLAB OR WALL, THEY SHALL NOT E LARGER IN OUTSIDEDIAMETER THAN 1/3 THE OVERALL THICKNESS OF THE SLAB OR WALL IN WHICH THEY ARE EMBEDDED. CONDUITS AND PIPES EMBEDDEDIN A SLAB, WALL, OR BEAM, SHALL BE SPACED NO LESS THAN THREE DIAMETERS ON CENTER AND RUN MID DEPTH, UNLESS NOTEDOTHERWISE.21.MECHANICAL AND ELECTRICAL CONDUIT IN ELEVATED SLABS ON METAL DECK SHALL NOT BE PERMITTED.CAST IN PLACE STRUCTURAL CONCRETE1.UNO HOLLOW MASONRY UNITS SHALL CONFORM TO ASTM C90, LIGHTWEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTHF'm = 1,500 PSI ON THE NET BLOCK AREA.2.MORTAR SHALL CONFORM TO ASTM C270 CEMENT-LIME TYPE M OR S. MINIMUM COMPRESSIVE STRENGTH TO BE 1,800 PSI.3.COURSE MASONRY GROUT SHALL CONFORM TO ASTM C476 WITH MAXIMUM AGGREGATE SIZE OF 3/8". MINIMUM COMPRESSIVESTRENGTH SHALL BE 2,000 PSI AT 28 DAYS. PROVIDE CLEAN OUT OPENINGS WHERE GROUT POUR EXCEEDS 5'-0".4.CONCRETE MASONRY QUALITY CONTROL:WORK IN PROGRESS SHALL BE INSPECTED FOR CONFORMANCE WITH SPECIFIED MATERIALS AND THAT WORKMANSHIP ANDCONSTRUCTION IS IN COMPLIANCE WITH PLANS, SPECIFICATIONS AND INDUSTRY STANDARDS.4.1 MORTAR: INSPECT PROPORTIONING OF MORTARS IN ACCORDANCE WITH ASTM C780. VERIFY ALL MATERIALSARE AS APPROVED FOR THE PROJECT.4.2GROUT:TEST 3"x3" PRISMS IN ACCORDANCE WITH ASTM C1019 AND SPECIFICATIONS.5.PROVIDE MINIMUM REINFORCING FOR ALL CONCRETE MASONRY WALLS UNO ON PLANS:PROVIDE W1.7 HORIZONTAL JOINT REINFORCING AT 16" OC WITH FORMED "L" AND "T" SECTIONS AT WALL CORNERS ANDINTERSECTIONS. REINFORCE VERTICALLY WITH 1 #5 CENTERED IN GROUT FILLED CELL FULL HEIGHT OF WALL WITH DOWELTO FOUNDATION AT WALL CORNERS, ENDS, INTERSECTIONS, OPENING JAMBS, EACH SIDE OF CONTROL JOINTS AND SPACED AT48" OC MAXIMUM. LAP VERTICAL REINFORCING 48 BAR DIAMETER AT ALL SPLICES UNO.6.MINIMUM MASONRY WALL FOOTINGS SHALL PROJECT 4" MINIMUM ON EACH SIDE OF WALL AND BE 12" DEEP WITH (2) #5CONTINUOUS.7.BOND BEAMS SHALL BE REINFORCED WITH (2) #5 CONTINUOUS. LAP 32" AT ALL SPLICES. PROVIDE CORNER BARS AT ALL WALLCORNERS AND INTERSECTIONS.8.PROVIDE DOWELS TO MATCH VERTICAL BARS AT THE BASE OF ALL WALLS. LAP 72 BAR DIAMETERS MINIMUM WITH VERTICAL BARS UNO.CONCRETE MASONRY1.STRUCTURAL STEEL JOIST AND JOIST GIRDER DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE STEEL JOISTINSTITUTE "STANDARD SPECIFICATION AND LOAD TABLES". JOISTS AND JOIST GIRDERS SHALL BE DESIGNED TO SUPPORTADDITIONAL CONCENTRATED LOADS, END MOMENTS AND REACTIONS RESULTING FROM THE SPECIFIED END MOMENTSWHERE INDICATED ON THE DRAWINGS.2.JOIST BRIDGING SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH SJI SPECIFICATIONS. BRIDGING SHALL BEINSTALLED AND ANCHORED AT ENDS OF ALL BRIDGING RUNS TO WALLS OR STEEL FRAMES PRIOR TO PLACEMENT OF ROOFDECK. PROVIDE BOLTED "X" BRIDGING IN ACCORDANCE WITH OSHA STANDARDS.3.JOIST MANUFACTURER SHALL DESIGN JOISTS FOR THE NET UPLIFT PRESSURE INDICATED. WHERE NO NET UPLIFTPRESSURE IS INDICATED DESIGN JOISTS FOR A MINIMUM NET UPLIFT OF 20 PSF (ASD). PROVIDE ADDITIONAL UPLIFT BRIDGINGAS REQUIRED.4.CAMBER JOISTS IN ACCORDANCE WITH SJI SPECIFICATIONS.5.JOISTS SHALL BE FASTENED TO SUPPORTING STEEL WITH A MINIMUM OF 1/8" FILLET WELD x 2" LONG EACH SIDE.6.PROVIDE BOLTED CONNECTIONS AT SUPPORTS AND BOTTOM CHORD STABILIZER PLATES AT COLUMNS IN ACCORDANCEWITH OSHA STANDARDS.7.CONCENTRATED LOADS SHALL BE PERMITTED TO BE ATTACHED TO JOISTS AT JOIST PANEL POINTS ONLY. WHERE IT ISNECESSARY TO ATTACH A CONCENTRATED LOAD TO THE JOIST BETWEEN PANEL POINTS THE JOIST SHALL BE REINFORCEDTO SUPPORT THE CONCENTRATED LOAD.8.JOIST AND JOIST GIRDER BOTTOM CHORD EXTENSIONS SHALL NOT BE WELDED TO STABILIZER PLATES UNLESSSPECIFICALLY NOTED OTHERWISE.STEEL JOISTS1.THE DESIGN, MANUFACTURE AND ERECTION OF COMPOSITE FLOOR DECK AND ITS ANCHORAGE SHALL BE IN ACCORDANCEWITH THE ANSI/SDI "STANDARD FOR COMPOSITE STEEL FLOOR DECK".2.PROVIDE COMPOSITE FLOOR DECK OF TYPE, DEPTH AND MINIMUM THICKNESS INDICATED.3.VERIFY DECK PROVIDED WILL SUPPORT THE CONSTRUCTION LOADS DURING CONCRETE PLACEMENT. ACCOUNT FORRELEVANT FACTORS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING:A.THE PLANNED CONCRETE PLACEMENT METHODS.B.ADDITIONAL CONCRETE WEIGHT DUE TO DECK DEFLECTION.C.ADDITIONAL CONCRETE WEIGHT DUE TO DEFLECTION OF BEAMS AND GIRDERS EQUAL TO SPAN DIVIDED BY 240 MINUS ANY INDICATED CAMBER.4.INSPECT FLOOR DECK PRIOR TO CONCRETE PLACEMENT AND NOTIFY ENGINEER OF ANY DAMAGE THAT WOULD PREVENTDECK FROM ACTING AS A TIGHT AND SUBSTANTIAL FORM.5.COMPOSITE SLABS HAVE BEEN DESIGNED AS "UNSHORED CONSTRUCTION". SHORING OF DECK DURING CONCRETE POURS ISONLY REQUIRED AT SINGLE (SIMPLE) SPAN CONDITIONS. DECK SHOP DRAWINGS SHALL INDICATE SINGLE SPAN CONDITIONSREQUIRING SHORING.6.TO COMPENSATE FOR DEFLECTION OF THE STRUCTURE UNDER THE LOAD OF FRESHLY PLACED CONCRETE, THE SLABTHICKNESS SHALL BE INCREASED ACCORDINGLY TO PROVIDE A LEVEL SURFACE WITHIN TOLERANCE. ADDITIONALCONCRETE SHALL BE PLACED AT NO ADDITIONAL COST TO THE OWNER. A FIELD SURVEY SHALL BE PERFORMED ANDSUBMITTED TO THE STRUCTURAL ENGINEER OF RECORD (1) WEEK BEFORE PLACING CONCRETE. THE SURVEY SHALLINDICATE THE IN-PLACE TOP OF STEEL ELEVATIONS FOR ALL BEAMS AT EACH END AND MIDPOINTS. AT THE ROOF LEVELS,THE CONCRETE SLAB SHALL FOLLOW THE SHAPE OF THE BEAM FRAMING.COMPOSITE FLOOR DECK1.SEE ARCHITECTURAL DRAWINGS FOR STEEL STAIR LOCATIONS AND DIMENSIONS.2.STEEL STAIR STRUCTURE AND CONNECTIONS TO THE BUILDING STRUCTURE SHALL BE DESIGNED BY A NORTH CAROLINAPROFESSIONAL ENGINEER. DESIGN STAIRS FOR UNIFORM LOADS AND CONCENTRATED LOADS IN ACCORDANCE WITH THEREQUIREMENTS OF NC STATE BUILDING CODE SECTION 1607.3.RAILINGS, POSTS AND THEIR CONNECTIONS SHALL BE DESIGNED FOR UNIFORM AND CONCENTRATED LOADS IN ACCORDANCEWITH THE REQUIREMENTS OF THE BUILDING CODE SECTION 1607.7.4.4.SUBMIT SHOP DRAWINGS FOR STAIRS INDICATING ALL STAIR MEMBER SIZES, CONNECTIONS AND CONNECTIONS TO THEBUILDING STRUCTURE. SHOP DRAWINGS SHALL INDICATE STAIR TREAD AND LANDING CONCRETE FILL THICKNESS ANDREINFORCING REQUIREMENTS.5.CONTRACTOR SHALL COORDINATE STAIR OPENING DIMENSIONS AND CONNECTION MATERIAL EMBEDDED IN THE BUILDINGSTRUCTURE WITH THE STAIR MANUFACTURER.MANUFACTURED STEEL STAIRS1.LIGHT GAGE METAL FRAMING INDICATED ON THE DRAWINGS INDICATES TYPICAL CONDITIONS AND MINIMUM REQUIREMENTS.2.LIGHT GAGE METAL FRAMING SHALL BE DESIGNED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF NORTH CAROLINA.DESIGN CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER OF RECORD FOR REVIEW. SHOPDRAWINGS SHALL INCLUDE LAYOUT OF ALL LIGHT GAGE METAL FRAMING INCLUDING ARRANGEMENT, DIMENSIONS, MATERIALS,STRESS VALUES, CONNECTORS, ANCHORAGE, AND RELATION TO ADJACENT WORK.3.LIGHT GAGE METAL FRAMING DESIGN AND CONSTRUCTION SHALL CONFORM TO THE AISI NORTH AMERICAN SPECIFICATION FOR THEDESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS.4.MINIMUM GAGE OF MEMBERS PROVIDING LATERAL SUPPORT FOR MASONRY VENEER SHALL BE 18 GAGE (43 MILS). LIMIT LATERALDEFLECTION OF STUDS PROVIDING LATERAL SUPPORT FOR MASONRY VENEER TO H/600.5.MINIMUM YIELD STRENGTH (Fy) FOR LIGHT GAGE METAL FRAMING MEMBERS SHALL BE 33,000 PSI FOR 18 GAGE (43 MILS) ANDTHINNER. MINIMUM YIELD STRENGTH (Fy) FOR MEMBERS SHALL BE 50,000 PSI FOR 16 GAGE (54 MILS) AND THICKER.6.ALL LIGHT GAGE METAL STUDS, TRUSSES, TRACK, BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G-60GALVANIZED COATING CONFORMING TO ASTM A653 AND C955.7.A MINIMUM OF 10" LENGTH OF UN-PUNCHED STEEL IS REQUIRED AT ENDS OF STUDS AND AT ALL BEARING POINTS ANDCONCENTRATED LOADS (NO PUNCHING HOLES OF ANY SIZE IS PERMITTED IN THESE 10 INCHES). NO CUTTING OF THE STUDFLANGES IS PERMITTED.8.LATERAL BRIDGING SHALL BE USED TO PROVIDE LATERAL STABILITY OF STUDS. BRIDGING SHALL BE (2) 1 1/2" - 18 GA (43 MILS)FLAT STRAP (ONE EACH SIDE OF WALL). FASTEN BRIDGING TO EACH STUD FLANGE WITH (1) #10 SCREW. PROVIDE TRACKBLOCKING BETWEEN STUDS IN LINE WITH BRIDGING SPACED AT 10'-0" MAXIMUM ALONG LENGTH OF ALL BRIDGING LINES AND EACHSIDE OF WALL OPENINGS.9.BRIDGING IS TO BE SPACED AT 4'-0" OC VERTICALLY.10.MINIMUM TRACK FASTENING AT FOUNDATION SHALL BE 0.177"Ø POWDER ACTUATED FASTENERS (PAF) SPACED AT 8" OC. WITH 11/2" MINIMUM PENETRATION INTO CONCRETE.11.CUTTING OF METAL STUDS, TRACK, BRIDGING OR BRACING IS NOT PERMITTED WITHOUT SPECIFIC APPROVAL FROM THE ENGINEEROF RECORD.12.ATTACH ALL EXTERIOR SHEATHING AND INTERIOR SHEATHING AT WALLS TO METAL STUDS WITH #6 SCREWS SPACED AT 6" OC ATALL PANEL EDGES AND PANEL INTERIOR.13.REFER TO ARCHITECTURAL DRAWINGS FOR NON-LOAD BEARING WALLS AND ALL WALL DIMENSIONS.14.FOR BIDDING PURPOSES ASSUME EXTERIOR WALL STUDS ARE 600S162-54 MIL, Fy = 50 KSI AT 12" OC.LIGHT GAGE METAL FRAMING1.EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALL CONSIST OF THE FOLLOWING ANCHOR TYPES ASPROVIDED BY HILTI, INC. CONTACT HILTI AT (800) 879-8000 FOR PRODUCT RELATED QUESTIONS.A.ANCHORAGE TO CONCRETE1)ADHESIVE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE:a)HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HIT-Z ROD PER ICC ESR-3187.b)HILTI HIT-HY 200 SAFE SET SYSTEM WITH HILTI HOLLOW DRILL BIT SYSTEM WITH HAS-E THREADEDROD PER ICC ESR-3187c)HILTI HIT-RE 500-v3 EPOXY ADHESIVE ANCHORING SYSTEM WITH HAS-E THREADED ROD PER ICCESR-3814 FOR SLOW CURE APPLICATIONS.2)MEDIUM DUTY MECHANICAL ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE:a)HILTI KWIK HUS-EZ AND KWIK HUS EZ-1 SCREW ANCHORS PER ICC ESR-3027b)HILTI KWIK BOLT-TZ EXPANSION ANCHORS PER ICC ESR-1917c)HILTI KWIK-BOLT 3 EXPANSION ANCHORS (UNCRACKED CONCRETE ONLY) PER ICC ESR-23023)HEAVY DUTY MECHANICAL ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE:a)HILTI HDA UNDERCUT ANCHORS PER ICC ESR 1546b)HILTI HSL-3 EXPANSION ANCHORS PER ICC ESR 1545B.REBAR DOWELING INTO CONCRETE1)ADHESIVE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE:a)HILTI HY-200 SAFE SET SYSTEM WITH HILTI HOLLOW BIT DRILL SYSTEM WITH CONTINUOUSLYDEFORMED REBAR PER ICC ESR-3187b)HILTI HIT-RE 500-v3 EPOXY ANCHORING SYSTEM WITH CONTINUOUSLY DEFORMED REBAR PERICC ESR-3814C.ANCHORAGE TO SOLID GROUTED MASONRY1)ADHESIVE ANCHORS USE:a)HILTI HIT-HY 70 MASONRY ADHESIVE ANCHORING SYSTEM (ICC PENDING)b)STEEL ANCHOR ELEMENT SHALL BE HILTI HAS-E CONTINUOUSLY THREADED ROD ORCONTINUOUSLY DEFORMED STEEL REBAR2)MECHANICAL ANCHORS USE:a)HILTI KWIK HUS-EZ SCREW ANCHOR PER ICC ESR-3056b)HILTI KWIK BOLT-3 EXPANSION ANCHORS PER ICC ESR-1385D.ANCHORAGE TO HOLLOW / MULTI-WYTHE MASONRY1)ADHESIVE ANCHORS USE:a)HILTI HIT-HY 70 MASONRY ADHESIVE ANCHORING SYSTEM PER ICC ESR-3342b)STEEL ANCHOR ELEMENT SHALL BE HILTI HAS-E CONTINUOUSLY THREADED ROD ORCONTINUOUSLY DEFORMED STEEL REBARc)THE APPROPRIATE SIZE SCREEN TUBE SHALL BE USED PER ADHESIVE MANUFACTURER'SRECOMMENDATION2.ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY HILTI OR SUCH OTHER METHOD ASAPPROVED BY THE STRUCTURAL ENGINEER OF RECORD. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BEAPPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONSDEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIEDPRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE RELEVANTBUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVEINSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE ANDINSTALLATION TEMPERATURE.3.INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR PACKAGING.4.OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED USING THE HILTI PROFI SYSTEM.5.THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE INSTALLATIONTRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVEDOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THECOMMENCEMENT OF INSTALLING ANCHORS.6.ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OFCONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON DRAWINGS.7.EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. UNLESS NOTEDON THE DRAWINGS THAT THE BARS CAN BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS ANDSHALL UNDERTAKE TO LOCATE THE POSITION OF THE REINFORCING BARS AT THE CONCRETE ANCHORS, BY HILTI FERROSCAN,GPR, X-RAY, CHIPPING OR OTHER MEANS.POST-INSTALLED ANCHORS1.LIGHT GAGE METAL TRUSSES, ALL TEMPORARY AND PERMANENT BRACING, AND ALL CONNECTIONS OF TRUSSES TOSUPPORTING STRUCTURE SHALL BE DESIGNED AND SUBMITTED FOR REVIEW.2.STRUCTURAL CALCULATIONS SHALL BE SUBMITTED FOR EACH TYPE OF TRUSS AND ALL CONNECTIONS.3.SHOP DRAWINGS FOR METAL TRUSSES SHALL BE SUBMITTED FOR REVIEW. SHOP DRAWINGS SHALL INDICATE EACH TRUSSLAYOUT, ALL MEMBER SIZES, MATERIAL PROPERTIES, CONNECTION, AND ALL TEMPORARY AND PERMANENT BRACINGREQUIRED. 4.SHOP DRAWINGS AND CALCULATION SHALL BE SEALED BY A NORTH CAROLINA PROFESSIONAL ENGINEER WHO ISRESPONSIBLE FOR THE DESIGN.5.DESIGN LOADS (SEE DESIGN CRITERIA FOR NOTES LOADS NOT SHOWN HERE):ROOF TRUSSES:TOP CHORD DEAD LOAD10 PSFBOTTOM CHORD DEAD LOAD10 PSFTOP CHORD LIVE LOAD20 PSF MIN6.DESIGN TRUSSES FOR MAXIMUM LIVE LOAD DEFLECTION = L/360LIGHT GAGE METAL TRUSSADDLADDITIONALADH ADHESIVEAESSARCHITECTURALLY EXPOSEDSTRUCTURAL STEELAFFABOVE FINISHED FLOORALTALTERNATEARCHARCHITECTB/ BOTTOM OFBCBBOTTOM CHORD BRACINGBCXBOTTOM CHORD EXTENSIONBFFBELOW FINISHED FLOORBLDGBUILDINGBOTTBOTTOMBPBASE PLATEBRGBEARINGBTWNBETWEENCIPCAST IN PLACECJCONTRACTION ORCONSTRUCTION JOINTCLCENTERLINECLRCLEARCMUCONCRETE MASONRY UNITCOLCOLUMNCONCCONCRETECONNCONNECTIONCONTCONTINUOUSCTRCENTERDBADEFORMED BAR ANCHORDCJDOWELED CONSTRUCTIONJOINTDEFLDEFLECTIONDIA,ØDIAMETERDWGDRAWINGDWLDOWELEAEACHEFEACH FACEEJEXPANSION JOINTELELEVATIONELECELECTRICALEODEDGE OF DECKEOSEDGE OF SLABEQEQUALEWEACH WAYEXP EXPANSIONEXTEXTERIORFFEFINISHED FLOOR ELEVATIONFINFINISHEDFLRFLOORFOBFACE OF BRICKFOMFACE OF MASONRYFOSFACE OF STUDFTGFOOTINGGAGAGEGALVGALVANIZEDGCGENERAL CONTRACTORGLBGLULAM BEAMHDHEADEDHORIZHORIZONTALINTINTERIORJBEJOIST BEARNING ELEVATIONLLHLONG LEG HORIZONTALLLVLONG LEG VERTICALLSHLONG SIDE HORIZONTALLSVLONG SIDE VERTICALLWLIGHT WEIGHTMECHMECHANICALMFRMANUFACTURERMINMINIMUMMOWMIDDLE OF WALLNTSNOT TO SCALENWNORMAL WEIGHTOCON CENTERPAFPOWER ACTUATED FASTENERPJFPRE-MOLDED JOINT FILLERPLPLATEPTPRESSURE TREATED or POSTTENSIONEDQTYQUANTITYREINFREINFORCEMENTREFREFERENCEREQDREQUIREDSCHDSCHEDULESIMSIMILARSOGSLAB ON GRADESPECSPECIFICATIONSSTDSTANDARDT/TOP OFTCXTOP CHORD EXTENSIONTYPTYPICALUNOUNLESS NOTED OTHERWISEVERTVERTICALVIFVERFIY IN FIELDWPWORK POINTWWFWELDED WIRE FABRICABBREVIATIONS1.SOIL BEARING CAPACITY SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER LICENSED IN THE PROJECT STATE AT THE TIME OFEXCAVATION.2.THE FOUNDATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE REPORT OF GEOTECHNICAL EXPLORATION PREPARED BYFALCON ENGINEERING PROJECT NO. G16067.00 DATED 02.02.2017.3.THE FOUNDATIONS HAVE BEEN DESIGNED BASED ON THE FOLLOWING DESIGN VALUES FROM THE GEOTECHNICAL REPORT:SPREAD FOOTING BEARING PRESSURE ON SOIL 2,000 PSF AND 4,000 PSI.4.SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS AND INFORMATION.5.THE CONTRACTOR SHALL VERIFY WITH THE GEOTECHNICAL ENGINEER THAT THE FOLLOWING ARE IN CONFORMANCE WITHTHE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT:A.THE BEARING STRATUM AT EACH FOUNDATION IS AS ASSUMED IN THE REPORT.B.THE ALLOWABLE BEARING PRESSURE MEETS OR EXCEEDS THE REQUIRED VALUE.C.ENGINEERED FILL IS INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE REPORT.D.THE INSTALLATION OF THE FOUNDATION IS AS ASSUMED IN THE REPORT.6.ALL FILL MATERIALS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER. ALL FILL WITHIN 10'-0" OF THE BUILDINGFOUNDATION PERIMETER SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR. THE TOP 12" BELOW FLOOR SLABS ANDFOOTINGS SHALL BE COMPACTED TO 98% OF STANDARD PROCTOR.7.FOOTING BEARING ELEVATIONS SHALL BE ADJUSTED AT TIME OF EXCAVATION TO ACHIEVE THE REQUIRED BEARING CAPACITYIF SO REQUIRED.8.BACKFILLING OF RETAINING WALLS SHALL BE PLACED SO THAT EQUAL LOADING SHALL BE MAINTAINED ON EACH SIDE OF WALLUNTIL THE LOWER GRADE IS REACHED.9.PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING FOUNDATIONS BOTH DURING CONSTRUCTION AND PERMANENTLY.10.MAINTAIN STABILITY OF EXCAVATIONS UNTIL PROPERLY BACKFILLED. KEEP EXCAVATIONS FREE OF LOOSE MATERIAL.DEWATER EXCAVATIONS AND REMOVE ANY WET MATERIAL PRIOR TO PLACING CONCRETE.11.PLACE A 3" THICKNESS "MUDMAT" OF CONCRETE IN THE BOTTOM OF FOOTINGS THAT WILL BE EXPOSED TO RAIN OR LEFTOPEN OVER NIGHT.12.HEAVY EQUIPMENT USED FOR PLACING OR COMPACTING BACKFILL SHALL NOT BE OPERATED WITHIN A DISTANCE EQUAL TOTHE HEIGHT OF THE BACKFILL ABOVE THE TOP OF FOOTING, (1 HORIZONTAL TO 1 VERTICAL). HAND OPERATED COMPACTIONEQUIPMENT SHALL BE USED FOR COMPACTION OPERATIONS IN THIS AREA.13.GRADE SHALL BE SUCH THAT THE THICKNESS OF ANY FOUNDATION OR SLAB ON GRADE IS NOT REDUCED BY MORE THAN 5%OF THAT INDICATED.14.EXCAVATION BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. EXCAVATION BRACING SHALL BE DESIGNED FORLATERAL LOADING RESULTING FROM AN EQUIVALENT FLUID PRESSURE OF 60 PCF AND A SURFACE SURCHARGE OF 250 PSF.SOIL AND SUBSURFACE CONDITIONS1.STRUCTURAL STEEL CONSTRUCTION DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE AISC"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"2.STRUCTURAL STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING STANDARDS:WIDE FLANGE SHAPESASTM A992ANGLE, CHANNELS AND PLATESASTM A36ANCHOR BOLTS <= 3/4"ØASTM F1554 GRADE 36ANCHOR BOLTS >= 7/8"ØASTM F1554 GRADE 55PIPEASTM A53RECTANGULAR HSSASTM A500 GRADE B, 46 ksiHEADED STUDSASTM A108, GRADE 1015-10203.ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED.4.SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEERFOR THE LOCATION AND TYPE OF SPLICE.5.CAMBER BEAMS WHERE INDICATED. WHERE NO CAMBER IS INDICATED, BEAMS SHALL BE FABRICATED SO THAT AFTERERECTION, ANY NATURAL CAMBER IS UPWARD.6.ALL COPES, HOLES, OPENINGS AND MODIFICATIONS REQUIRED IN STRUCTURAL STEEL MEMBERS FOR ERECTION ORTHE WORK OF OTHER TRADES SHALL BE INDICATED ON THE SHOP DRAWINGS AT TIME OF SUBMITTAL FOR REVIEW.7.FIELD MODIFICATION OF STRUCTURAL STEEL IS PROHIBITED WITHOUT PRIOR WRITTEN APPROVAL OF THESTRUCTURAL ENGINEER OF RECORD.8.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL STEEL AND SHALL INDICATE COMPLETE CONNECTIONINFORMATION, BOTH SHOP AND FIELD.9.PROVIDE A SHOP COAT OF FABRICATOR'S STANDARD RUST INHIBITIVE PRIMER TO ALL STEEL UNO.10.SEE ARCHITECTURAL DRAWINGS FOR FIRE PROTECTIVE MATERIAL APPLIED TO STRUCTURAL STEEL. DO NOT PRIMESTEEL WHICH IS TO RECEIVE SPRAY APPLIED FIRE PROTECTIVE MATERIAL. DO PRIME STEEL WHICH IS TO RECEIVEINTUMESCENT FIRE PROTECTIVE COATING.11.FILL SOLID WITH NON-SHRINK GROUT UNDER ALL BASE AND BEARING PLATES.12.PROVIDE HEADED STUDS AT 12" OC MAXIMUM FOR ALL BEAMS SUPPORTING COMPOSITE FLOOR SYSTEMS UNO.13.CONNECTION NOTES: A.STRUCTURAL STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS SHALL BEDESIGNED BY THE CONTRACTOR TO SUPPORT MEMBER REACTION INDICATED. REACTIONS INDICATED ARE UNFACTORED LOAD FORCES (ASD) FOR APPLICABLE LOAD COMBINATIONS. WHERE NO REACTION IS INDICATEDPROVIDE A CONNECTION DESIGNED TO SUPPORT A VERTICAL SHEAR REACTION OF 80% OF THE MAXIMUM TOTALUNIFORM LOAD FOR THE APPROPRIATE BEAMSECTION AND SPAN AS DETERMINED PER THE MAXIMUM TOTAL UNIFORM LOAD TABLES IN THE AISC MANUAL.B.CONNECTION MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS AND MATERIAL PROPERTIES:ANGLESASTM A36WTASTM A992PLATESASTM A36BOLTSASTM A325 OR ASTM A490NUTSASTM A563WASHERSASTM F436WELDING ELECTRODESE70XXC.STANDARD SHEAR CONNECTIONS SHALL BE DETAILED AS DOUBLE ANGLE OR SINGLE PLATE CONNECTIONS INACCORDANCE WITH THE CONNECTION TABLES IN THE AISC "MANUAL OF STEEL CONSTRUCTION". BOLTED CONNECTIONS SHALL BE DETAILED USING TYPE N BOLTS INSTALLED IN SNUG TIGHTENED JOINTS UNO.D.BRACED FRAME CONNECTIONS, MOMENT CONNECTIONS AND COLLECTOR ELEMENT CONNECTIONS SHALL BEDESIGNED BY A NORTH CAROLINA PROFESSIONAL ENGINEER. STRUCTURAL CALCULATIONS FOR THESE CONNECTIONS SHALL BE SUBMITTED AND SHALL BE SEALED BY THE ENGINEER RESPONSIBLE FOR THE DESIGN.E.PROVIDE STIFFENERS, CONTINUITY PLATES, DOUBLER PLATES OR OTHER ADDITIONAL MEMBER LOCAL STRENGTHENING MEASURES AS REQUIRED FOR THE CONNECTION DESIGN.F.BOLTED CONNECTIONS SHALL BE MADE WITH A MINIMUM OF (2) 3/4"Ø BOLTS AND HAVE A MINIMUM SHEAR CAPACITY OF 10 KIPS.G. BOLTED CONNECTIONS SHALL CONFORM TO THE PROVISIONS OF THE RESEARCH COUNCIL ON STRUCTURALCONNECTIONS "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS."H.WELDED CONNECTIONS SHALL BE MADE WITH CONTINUOUS FILLET WELDS UNO. MINIMUM WELD SIZE SHALL BE1/4" OR AS REQUIRED BY AISC SPECIFICATION, WHICHEVER IS LARGER. MINIMUM WELD LENGTH SHALL BE 2".I.ALL WELDS SHALL BE MADE BY CERTIFIED WELDERS.J.BOLTED CONNECTIONS APART OF MOMENT CONNECTIONS, TENSION CONNECTIONS, BRACED FRAME CONNECTIONS, MOMENT FRAME CONNECTIONS, COLLECTOR ELEMENT CONNECTIONS AND AS INDICATED SHALLBE SLIP-CRITICAL.STRUCTURAL STEEL1.THE DESIGN, MANUFACTURE AND ERECTION OF STEEL ROOF DECK AND ITS ANCHORAGE SHALL BE IN ACCORDANCE WITH THEANSI/SDI "STANDARD FOR STEEL ROOF DECK".2.PROVIDE ROOF DECK OF TYPE, DEPTH AND MINIMUM THICKNESS INDICATED.3.ROOF DECK SHALL BE FASTENED TO SUPPORTS AS INDICATED ON THE DRAWINGS.METAL ROOF DECKw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S0.0.1GENERAL NOTESCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PENO. REASON DATE
w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S0.0.2STATEMENT OFSPECIAL INSPECTIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PENO. REASON DATE
NOTES:1. SEE S0.0.1 FOR GENERAL NOTES AND ABBREVIATIONS.2. FINISHED FLOOR ELEVATION 196'-0", UNO. REFERENCE ELEVATION 0'-0", DATUM.3. No INDICATES DEPRESSED OR RAISED SLAB ELEVATION FROM DATUM ELEVATION, SEE PLAN AND ARCHFOR EXACT LIMITS.4. TOP OF FOOTING 2'-0" BELOW FINISHED FLOOR ELEVATION, UNO. <No> INDICATES TOP OF FOOTINGELEVATION, SEE PLAN.5. INDICATES STEP IN WALL FOOTING, SEE .6. "#F#" INDICATES FOOTING TYPE. FIRST NUMBER INDICATES REQUIRED BEARING PRESSURE, KSF. SEES3.0.3 FOR FOOTING SCHEDULE.7. "P#" INDICATES CONCRETE PIER TYPE, SEE .8. TOP OF PIER ELEVATION 2'-0" BELOW FINISHED FLOOR ELEVATION, UNO. [No] INDICATES TOP OFPEDESTAL ELEVATION, SEE PLAN.9. "BF#" INDICATES BRACED FRAME TYPE. SEE S2 SERIES FOR ELEVATIONS AND DETAILS.10. "MF" INDICATES MOMENT FRAME TYPE, SEE S2 SERIES FOR ELEVATIONS AND DETAILS.11. SEE S3.0.1, S3.0.2, AND S3.0.3 FOR COLUMN SCHEDULE.12. SEE S3.0.4 FOR TYPICAL SLAB CONSTRUCTION DETAILS,13. CONTRACTOR TO COORDINATE ALL THICKENED SLAB LOCATIONS UNDER CMU PARTITIONS WITHARCHITECTURAL DRAWINGS.14. FOR EDGE OF SLAB DIMENSIONS, SEE S1.01A.15. INDICATES 6" SLAB ON GRADE.S/4AS3.0.4/4BS3.0.4123667891011AACCDDERLMWWXXZYAADDEEFFHHHHJJJJ2F92F92F62F64F122F82F72F102F102F124F92F144F92F112F84F94F92F112F132F132F132F122F112F124F104F124F102F92F182F62F62F30122F114F144F164F92F92F94F94F94F112F112F102F102F102F102F74F92F102F102F92F92F34102F104F94F92F11<-4' - 0">3AS3.0.5BF-ABF4BF-CB F -6
2F9-4' - 0"3AS3.0.510' - 0"22' - 0"22' - 0"23' - 4"8' - 8"11' - 4"24' - 0"17' - 4"8"14' - 0"50.00°24' - 0"18' - 8"5' - 4"16' - 0"8' - 0"24' - 0"76' - 8"32' - 0"32' - 0"32' - 0"32' - 0"5' - 4"9 ' - 4"2 2 ' - 8 "4 0 ' - 0 "4 0 ' - 0 "2 3 ' - 6"1 6 ' - 6"1 1 ' - 4"8 ' - 8"14' - 8"34' - 4"23' - 6"16' - 6"6' - 2"BF-B52F62F9306' - 0"4F92F82F10CCBB44U2F112.832' - 0"WPV18' - 0"18' - 0"18' - 0"18' - 0"18' - 0"18' - 0"WP1.2GGV.2W.58' - 8"11' - 4"24' - 0"18' - 0"2F4010BF-1BF-3MF-BMF-A1BS3.0.41BS3.0.41BS3.0.41BS3.0.42F62F72F40102F10 2F102F84F114ES3.0.64F113ES3.0.6<-4' - 0"><-6' - 0"><-6' - 0"><-6 ' - 0 "><-6' - 0"><-6' - 0"><-8' - 0"><-8' - 0"><-8' - 0"><-4' - 0"><-8' - 0"><-8' - 0"><-9' - 4"><-8' - 0"><-8' - 0"><-6' - 0"><-4' - 0"><-4' - 0"><-6' - 0"><-4' - 0">4" CONCRETE SLABW/ 6x6xW2.9xW2.9 WWF ON15 MIL POLY VAPOR BARRIERON 5" OF ABC STONE6" CONC SLAB w/ #3 AT 12" OC EACHWAY ON 15 MIL POLY VAPORBARRIER ON 5" OF ABC STONE6" CONCRETE SLAB w/ #3 AT 12" OCEACH WAY ON 15 MIL POLY VAPORBARRIER ON 5" OF ABC STONE3BS3.0.66ES3.0.6A.5A.51218' - 0"26' - 9"2F10<-6' - 0">BB.52F112F102F102F918' - 0"2' - 2"32' - 0"10.00°2F7<-6' - 0">W.5-3' - 4"-3' - 4"S<-8' - 0"><-9' - 4">S<-4' - 0">S3ES3.0.5S <-8' - 0">S<-6' - 0"><-6' - 0">S3ES3.0.53ES3.0.53ES3.0.5TSDD.5S <-6' - 0"><-4' - 0">2' - 0"2' - 8"X.8WPWPWPWPEE.5FF.51AS3.0.63ES3.0.73CS3.0.64CS3.0.6BB6CS3.0.614' - 0"C.91ES3.0.76ES3.0.7(5) HSS7x4x3/8WIND POSTS(4) HSS7x4x3/8WIND POSTS3ES3.0.61ES3.0.56BS3.0.5(9) HSS7x4x3/8WIND POSTS(5) HSS7x4x3/8WIND POSTS4BS3.0.54' - 0"2' - 0"BF-54ES3.0.74AS3.0.66AS3.0.64ES3.0.61CS3.0.61ES3.0.61ES3.0.63ES3.0.62F8S<-6' - 0"><-8' - 0"><-6' - 0">1DS3.0.73ES3.0.63ES3.0.71DS3.0.73ES3.0.63ES3.0.61DS3.0.7BF-2MF-CMF-D27' - 5"21' - 4"2' - 0"HH.56.2CO L CL1' - 4" TO
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<-6 ' - 0 "><-6' - 0 "><-4 ' - 0 "><-4' - 0 "><-2' - 0 ">1DS3.0.7SIMEQEQEQEQ2F62F13<-4' - 0">4F14<-4' - 0">8' - 0"E Q
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10' - 8"
EOS
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3BS3.1.26DS3.1.28' - 8"11' - 4"24' - 0"18' - 0"10.000°1AS3.1.4CANTHSS10x6x3/8[+-9' - 0"]W12W12W12W12W12W12W12W12W12W12W12W124AS3.1.4W18x35 (27)CANTHSS18x6x 1 /2 S TR INGERHSS18x6x1/2 STRI NGERCANT
CANTCANTCANTW21x50 (36)0k0kW21x50 (36)0k 0kW10x15CANTCANTS1.0.53EW12x14S1.0.51CCANTCANTL6x4x3/8L6x4x3/8L6x4x3/8W12x141CS3.1.4W12W12W12W12CANTW 12x19 (13)10' - 8"2' - 8"3AS3.1.4FOR CMUATTACHMENT,SEE/3ES3.1.3CANTCANTHSS6x6x1/4W12W12W12W124BS3.1.2HSS7x4x3/8 FIN (LSV);PROVIDE BOXHEADERS TO ATTACHWIND POSTS, FINSNOTES:1. SEE S0.0.1 FOR GENERAL NOTES AND ABBREVIATIONS.2. FINISHED FLOOR ELEVATION 18'-0" ABOVE REFERENCE DATUM ELEVATION, UNO.3. TOP OF STEEL ELEVATION 5 1/4" BELOW FINISHED FLOOR ELEVATION, UNO. [X'-X"]INDICATES TOP OF STEEL ELEVATION.4. MINIMUM COMPOSITE BEAM REACTION TO BE 10k, UNO.5. "W10" INDICATES NON-COMPOSITE W10x15 BEAM.6. "W12" INDICATES COMPOSITE W12x14 (9) BEAM.7. INDICATES MOMENT CONNECTION.8. "BF#" INDICATES BRACED FRAME TYPE. SEE S2 SERIES FOR ELEVATIONS AND DETAILS.9. "MF#" INDICATES MOMENT FRAME TYPE. SEE S2 SERIES FOR ELEVATIONS AND DETAILS.10. SEE S3.1.1 FOR TYPICAL FLOOR FRAMING DETAILS.11. SEE S3.0.1, S3.0.2, AND S3.0.3 FOR COLUMN SCHEDULE.12. FOR EDGE OF SLAB DIMENSIONS, SEE S1.02A.S1: INDICATES STEEL DECK SPAN DIRECTION.CONSTRUCTION SHALL BE 3 1/4" LIGHTWEIGHTCONCRETE ON 2" 20 GA COMPOSITE DECK. TOTALTHICKNESS = 5 1/4". SEE/1BS3.1.1S2: INDICATES STEEL DECK SPAN DIRECTION.CONSTRUCTION SHALL BE 3 1/4" NORMAL WEIGHTCONCRETE ON 2" 20 GA COMPOSITE DECK. TOTALTHICKNESS = 5 1/4"NOTES:1. SEE S0.0.1 FOR GENERAL NOTES AND ABBREVIATIONS.2. FINISHED FLOOR ELEVATION 32'-0" ABOVE REFERENCE DATUM ELEVATION, UNO.3. TOP OF STEEL ELEVATION 5 1/4" BELOW FINISHED FLOOR ELEVATION, UNO. [X'-X"]S3: INDICATES STEEL DECK SPAN DIRECTION.CONSTRUCTION SHALL BE 3" NORMAL WEIGHTCONCRETE ON 1" 20 GA COMPOSITE DECK. TOTALTHICKNESS = 4". SEE/3ES3.1.5D1:METAL ROOF DECK, 1 1/2" TYPE "B", 20 GA, GALVG60 FINISH, SEE FOR ATTACHMENT/1ES3.2.1w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S1.0.2SECOND FLOORFRAMING PLANCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PE 3/32" = 1'-0"S1.0.21ASECOND FLOOR FRAMING PLANNO. REASON DATE
123667891011AACCDDERLMWWXXZYAADDEEFFHHHHJJJJ5CCBB44U2.8V1.2GGV.2W.5A.5A.512BB.5W.5TSDD.5X.8EE.5FF.5BBC.9HH.56.210' - 0"22' - 0"22' - 0"8' - 8"11' - 4"24' - 0"17' - 4"8"14' - 0"3' - 4"20' - 8"18' - 8"5' - 4"16' - 0"8' - 0"24' - 0"76' - 8"32' - 0"32' - 0"32' - 0"32' - 0"5' - 4"32' - 0 7/256"8' - 8"11' - 4"24' - 0"18' - 0"32' - 0"10.00°27' - 5"21' - 4"20.000°5.000°5.000°5.000°5.000°18' - 0"18' - 0"10.000°6' - 2"16' - 6"23' - 6"34' - 4"14' - 8"18' - 0"18' - 0"23' - 4"18' - 0"18' - 0"9 ' - 4"2 2 ' - 8 "4 0 ' - 0 "40' - 0 "2 3 ' - 6 "1 6 ' - 6"1 1 ' - 4"8 ' - 8 "EOS7 1/64"EOS6"6' - 4"1' - 0"6' - 4"1' - 0"6' - 4"1' - 0"6' - 4"1' - 0"6' - 4"1' - 0"6' - 4"EOS6"EOS7 3/256"6"EOS5 1/2"EOS3 1/64"EOS1' - 4"S1S1S1S1S1S2S1S1S1S1S1S1S1EOS1' - 4"EOS17' - 11 1/2"EOS1' - 7 3/8"EOS4' - 11 1/2"EOS8"EOS2' - 3 1/2"EOS1' - 8"EOS7"EOS1' - 4"EOS8' - 0"EOS5 1/4"EOS4 3/8"EOS8"EOS1' - 4"3' - 5 3/8"EOS11"EOS3' - 4"EOS1' - 4"EOS1' - 4"EOS1' - 4"EOS5' - 4"EOS4' - 0"EOS8"EOS8"EOS1' - 4"EOS4' - 0"EOS1' - 4"1' - 11" EOSEOS2' - 7 3/8"EOS1' - 11"EOS2' - 8"EOS1' - 11"EOS1' - 4"EOS7"GAP1"EOS2' - 9"EOS1' - 4"EOS3 1/4"2' - 2 3/4"EOS6"EOS4 5/8"EOS6"15' - 4 3/4"EOS7 1/4"EOS7"7' - 4 3/4"EOS6"GAP1"EOS8 3/4"EOS7' - 4"8" EOS2' - 0" EOSEOS2' - 0"EOS1' - 4"1' - 4" EOSEOS2' - 8"EOS3' - 4"EOS6"GAP1"EOS8"GAP1"EOS6"EOS6 1/2"EOS1' - 2 3/4"EO S8"EOS7 89/256"EOS1' - 4"EOS9' - 4"3' - 4" EOS3' - 4" EOSEOS9' - 4"EOS1' - 4"EOS8"1' - 4" EOSEOS8"EOS9' - 4"3' - 4" EOS3' - 4" EOSEOS9' - 4"EOS9' - 4"3' - 4" EOSEOS3' - 4"EOS1' - 11"EOS1' - 11"EOS1' - 4"EOS8"1' - 4" EOSEOS8"EOS1' - 4"EOS8"1' - 4" EOSEOS1' - 4"EOS5' - 4"EOS4' - 0"EOS2' - 7 3/8"EOS1' - 11"EOS1' - 4"EOS7"EOS1' - 4"2' - 8" EOSEOS1' - 4"E O S6"EOS1' - 4"2' - 0" EOSEOS4' - 0"EOS7"EOS3' - 3"EOS1' - 4"EOS1' - 11"EOS2' - 8"EOS3' - 4"EOS12' - 0"EOS12' - 0"EOS3' - 4"E O S1' - 1 1 "
E O S2' - 8 "
1 ' - 4 " E O S
E O S2' - 8 "EOS3' - 4"EOS12' - 0"EOS12' - 0"EOS3' - 4"E O S2' - 8 "E O S1' - 1 1 "E O S2' - 8 "12' - 0 1/256"3' - 4"EOS3' - 4"EOS2' - 8"EOS1' - 7 1/4"E O S1' - 1 1 "E O S2' - 8 "E O S1' - 4 "2' - 0" EOSEOS1' - 4"E O S6' - 4 "2 ' - 8" E O S
E O S1' - 11"EOS9' - 4"EOS3' - 4"E O S8 3 /8 "E O S8 3 /8 "EOS8 83/256"EOS6"4' - 10 3/4"3' - 10 5/8"9' - 10 5/8"5' - 10 3/4"E O S6"3 ' - 0 3/8"E O S5"EOS6"EOS2 5/8"EOS6"EOS5 159/256"8' - 0"6' - 4"EOS6"EOS1' - 4"12' - 2 1/2"EOS8' - 8 1/2"EOS2' - 11 5/8"EOS4' - 4"EOS4' - 10 11/16"EOS10 5/8"12' - 2 5/16"8 5/8"8 5/8"EOS7' - 11 7/8"2' - 8"EOS2' - 9"7' - 10"6"6"6"15' - 9 3/8"15' - 9 3/8"E O S6"3 ' - 0 3 /8 "E O S5"
E O S4"1 3/8"16' - 0"EOS6"8' - 2 5/8"EOS7 3/8"6' - 10 1/4"9' - 2 5/8"5' - 4"10' - 5 3/8"E O S6"3 ' - 0 3/8 "E O S5"6" EOSEOS6"EOS6"6" EOS3' - 4 7/256"EOS6"4' - 0"
EOS6"
E O S6"170.000°11' - 10 167/256"EOS6"25' - 4"17 0.0 0 0 °
22' - 8"EOS6"EOS6"2' - 8"
4' - 5 2 3/256"
EOS6"
E O S6"170.000°8' - 8"EOS6"18' - 5 1/4"EOS11"EOS6"8' - 4 1/4"EOS7"2' - 11 5/8"3' - 10"4' - 10"3' - 10"2' - 11 5/8"8 5/8"8 5/8"2' - 10"EOS4"2' - 0"E O S5"3' - 0 5 /1 6 "E O S6"
5" E O S
3' - 0 1 0 3 /2 56 "
E O S6"2' - 7"EOS2' - 10"EOS6"8' - 0"8' - 0"5' - 4"EOS1' - 4"EOS8 3/8"EOS1' - 4"(3) EQ SPACES(4) EQ SPACES9' - 5 1/4"(3) EQ SPACES(4) EQ SPACES8' - 1 3 /8"(3) EQ SPACES(3) EQ SPACES(6) EQ SPACES(4) EQ SPACES(4) EQ SPACES(4) EQ SPACES6' - 2"6' - 2"6' - 2"9' - 1 1/2"9' - 1 1/2"w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S1.0.2ASECOND FLOORDIMENSIONING PLANCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PE 3/32" = 1'-0"S1.0.2A1ASECOND FLOOR SLAB PLANNO. REASON DATE
24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"123667891011ACDERLLMMWWXXZZYAADDEEFFHHHHJJBF-ABF4BF-CB F -6
32' - 0 7/256"5.00°10.00°5.00°23' - 4"44' - 0"17' - 4"8"14' - 0"50.00°3' - 4"20' - 8"18' - 8"5' - 4"16' - 0"8' - 0"24' - 0"76' - 8"32' - 0"32' - 0"32' - 0"32' - 0"5' - 4"14' - 8"34' - 4"40' - 0"6' - 2"9' - 4 "2 2 ' - 8"4 0 ' - 0"4 0 ' - 0 "4 0 ' - 0 "11' - 4 "8 ' - 8"W 2 7 x 1 4 6
W 2 7 x 1 4 6 BF-B32' - 0"5CCBB44U2.8VS1OPENOPENOPENOPENOPENOPEND1D11.2GG27' - 5"21' - 4"V.2W.5W24x84W24x84W21x44W21x50W18x35W21x50W24x146W14x22W1 8 x3 5
W24x55W24x62W24x55W24x146W16x31 W16x31W18x35W18x35W12x14W12x14W24x62W18x35W24x62W24x55W24x68W24x68W24x68W24x55W30x108
W21x50W16x26W24x62W24x62W21x5016KCS216KCS216KCS2W16x26W16x26W16x26W16x2616KCS216KCS216KCS216KCS216KCS216KCS2W16x26W12x1412K112K112K112K112K112K1W16x26W21x44W12x14W12x1412K112K112K1W21x44W12x1914KCS214KCS214KCS214KCS214KCS212K112K112K1W18x3526KCS228KCS328KCS3W21x50W18x35W1 8x35
W12x1426KCS226K526K526K526K526K526K5W24x55W18x35W18x35
W18x3526K5W12x14W16x26W24x55W14x22W27x84W21x44W14x22W12x14W24x55W21x44W21x44W21x44W12x14W21x44W24x55W24x55W 1 2 x 1 4
W 1 2 x 1 4W24x55W12x14W21x44W18x35W12x14 W1 8 x3 5
W21x44W16x31W 2 1 x4 4W18x3526K626K626K6
W24x68W16x67W16x67W24x104HSS6 x6x 1/424K526KCS228KCS328KCS328KCS3W14x22W18x3516KCS214KCS214KCS214KCS212K126KCS226KCS226KCS226KCS226KCS212K112K112K112K1HSS10x4x1/4 LSHHSS10x4x5/16 LSHH S S 1 0 x4x 5 /1 6 LS H
W21x44W21x44W24x55W12x14W24x76W24x5514KCS214KCS214KCS214KCS214KCS214KCS214KCS214KCS214KCS214KCS22.5K112K112K114KCS226KCS2W16x 3 1W24x55W21x50W12x14
W1 6 x3 1
W24x68W27x84BF-1BF-3
MF-CMF-DMF-AW16x26W16x26A.5122 .5 K 112 K 1 S P 12K 1 S P28KCS3
W8x28(31' - 4")10' - 8"2' - 8"HSS12x12x3/8HSS6x6x1/4HSS6x6x1/4TSDD.5X.8EE.5FF.5BC.9BF-5BF-2W24x84D1D1D120' - 0"W27x129W27x129MF-BW12x166DS3.2.126K51AS3.2.13AS3.2.15AS3.2.13DS3.2.2HSS12x6x3/8HSS12x6x3/8HSS12x6x3/8HSS12x6x3/8HSS12x6x3/8HSS12x6x3/8HSS12x6x3/8HSS12x6x3/8HSS12x6x3/8HSS12x6x3/8HSS12x6x3/8(33' - 4")(33' - 4")(33' - 4")(33' - 4")(33' - 4")(33' - 4")(33' - 4")(33' - 4")(33' - 4")(33' - 4")(33' - 4")D1D1D1HSS12x6x3/8(33' - 4")HSS12x6x3/8(33' - 4")HSS12x6x3/8(33' - 4")HSS12x6x3/8(33' - 4")HSS12x6x3/8(33' - 4")HSS12x6x3/8(33' - 4")(33' - 4")HSS12x6x3/81AS3.2.15AS3.2.11AS3.2.21AS3.2.24DS3.2.26DS3.2.26DS3.2.24DS3.2.24DS3.2.24DS3.2.26DS3.2.26DS3.2.21 4K 114K1
1 4 K 11 4 K 11 4K 1
W16x266BS3.2.26BS3.2.23AS3.2.24AS3.2.26AS3.2.26AS3.2.25ES3.2.36ES3.2.3W 1 8 x3 5 (L O )10.000°10.000°10.000°20.000°44' - 0"10' - 0"1DS3.2.36AS3.2.13DS3.2.31AS3.2.33AS3.2.31AS3.2.35AS3.2.35DS3.2.36DS3.2.3W12x1612K114K1
14K1
1 4 K1
W24x55D126K5
26K5
26K5
26K5
26K5
16K2
16K2
16K2
1 6K2
16K2
6ES3.2.437' - 8"JBE3 0 K 1 13 0 K 1 1
W2 4 x68
35' - 0"JBE1ES3.2.437' - 8"JBE1BS3.2.637' - 8"JBEW 1 2 x 1 9
JBE35' - 0"W 1 2 x 1 4
JBE37' - 8"1DS3.2.13ES3.2.41CS3.2.4W21x44W24x1173AS3.2.1MECH UNIT MAXWT = 13,500#MECH UNIT MAXWT = 6,400#2DS3.2.1SIM2DS3.2.1MECH UNIT MAXWT = 9,200#MECH UNIT MAXWT = 9,400#MECH UNIT MAXWT = 2,400#MECH UNIT MAXWT = 2,400#MECH UNIT MAXWT = 325#MECH UNIT MAXWT = 2,550#MECH UNITMAX WT = 425#MECH UNIT MAXWT = 18,000#2DS3.2.1MECH UNIT MAXWT = 2,500#MECH UNIT MAXWT = 2,700#MECH UNIT MAXWT = 2,500#MECH UNIT MAXWT = 580#MECH UNIT MAXWT = 300#MECH UNIT MAXWT = 2,916#(29' - 4")(29' - 4")(29' - 4 ")MECH UNIT MAXWT = 15,025#MECH UNIT MAXWT = 15,025#24K424K424K4W21x44
W16x265DS3.2.1D12DS3.2.1W18x35W12x14MECH UNIT MAXWT = 18,000#OPEN1CS3.2.53CS3.2.54CS3.2.4W12x1612K1W8x28W8x283ES3.2.3(3 7 ' - 1 1 /2 ")(3 7 ' - 1 1 /2 ")3AS3.2.45AS3.2.4W12x1635' - 5 1/4"FFEHSS4x4x1/4 CANTHH.5W16x261 4K 1
1 4K 1
1 4K 1
W 1 4 x 2 2
W 1 4 x 2 2
W 1 4 x 2 2
1 4 K 1
1 4 K 1
1 4 K 1
W 1 4 x 2 2
1 4 K 1
W1 4x2 2
W1 4x 2 26.2W1 8x 3 528K C S 328KCS326K7
26KCS226KCS226KCS226KCS226KCS220K320K320K322K426K526K526K526K526K526K526K526K528KCS320K320K320K320K320K320K320K36AS3.2.3HSS2-1/2x2-1/2x1/4HSS2-1/2x2-1/2x1/4HSS2-1/2x2-1/2x1/4HSS2-1/2x2-1/2x1/4W12x 14W12x14
W12x14
W18x35
W12x14W14x22W14x22W16x26W16x26 2 8 K C S 328KCS328KCS328KCS3
30KCS430KCS428KCS326KCS226KCS2W30x90W16x263BS3.2.6W12x142' - 7"W18x35W12x1430K8S16DS3.2.3[+4"](31' - 4")(31' - 4")HSS10x6x3/8(26' - 0")1DS3.2.1HSS2 1/2x2 1/2x1/4HSS2 1/2x2 1/2x1/4HSS2 1/2x2 1/2x1/4[+4][+4][+4]6CS3.2.120' - 4"W18x40W12x1414KCS214KCS216KCS216KCS23ES3.2.3BCXBCXBCX3AS3.2.5BCXHSS6x6X1/4 CANT1DS3.2.24DS3.2.5HSS4x4x1/4(29' - 4")1/4"END PLw/ 1/4" END PLTO BACKSIDEOF HSS10x43ES3.2.6HSS6x6x1/4 CANT5DS3.2.35DS3.2.3(33' - 4")CANT(33' - 4")HSS4x4x1/4SIMSIMSIMSIMD1D1SIMSIMSIMSIM+W 2 4 x 5 5
+W 2 4 x 5 56BS3.2.21BS3.2.6D1S1D16BS3.2.2NOTES:1. SEE S0.0.1 FOR GENERAL NOTES AND ABBREVIATIONS.2. TOP OF STEEL/JOIST BEARING ELEVATION = +35'-0", ABOVE DATUM ELEVATION. (No)INDICATES TOP OF STEEL/JOIST BEARING ELEVATION. [+No] INDICATES TOP OF STEELABOVE JOIST BEARING ELEVATION.3. "HSS" INDICATES HSS-x-x- BEAM.4. W-" INDICATES W-x- BEAM.5. INDICATES MOMENT CONNECTION TYPE.6. "BF#" INDICATES BRACED FRAME TYPE. SEE S2.0.1 FOR ELEVATIONS AND DETAILS.7. SEE S3.2.1 FOR TYPICAL ROOF FRAMING DETAILS.8. SEE S3.0.1, S3.0.2, AND S3.0.3 FOR COLUMN SCHEDULE.9. FOR EDGE OF DECK DIMENSIONS, SEE S1.0.3A.10. "KB" INDICATES HSS3x3x5/16 KNEE BRACE, SEE .11. "L3" INDICATES L3x3x1/4 BRACE, SEE AND ./3AS3.2.2/1AS3.2.3/1BS2.0.3D1:METAL ROOF DECK, 1 1/2" TYPE "B", 20 GA, GALVG60 FINISH, SEE FOR ATTACHMENT/1ES3.2.1S1: INDICATES STEEL DECK SPAN DIRECTION.CONSTRUCTION SHALL BE 3 1/4" LIGHTWEIGHTCONCRETE ON 2" 20 GA COMPOSITE DECK. TOTALTHICKNESS = 5 1/4". SEE/1BS3.1.1w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S1.0.3ROOF FRAMING PLANCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PE 3/32" = 1'-0"S1.0.31AROOF FRAMING PLANNO. REASON DATE
24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"123667891011AACCDERLMWWXXZYAADDEEFFHHHHJJ5CCBB44U2.8V1.2GGV.2W.5A.5A.512W.5TSDD.5X.8EE.5FF.5BBC.9HH.56.28' - 8"11' - 4"24' - 0"17' - 4"8"14' - 0"3' - 4"20' - 8"18' - 8"5' - 4"16' - 0"8' - 0"24' - 0"76' - 8"32' - 0"32' - 0"32' - 0"32' - 0"5' - 4"32' - 0 7/256"8' - 8"11' - 4"24' - 0"18' - 0"32' - 0"10.00°27' - 5"21' - 4"20.000°5.000°5.000°5.000°5.000°18' - 0"18' - 0"10.000°10' - 0"44' - 0"9 ' - 4 "22' - 8 "40' - 0 "4 0' - 0 "23' - 6 "1 6 ' - 6 "1 1 ' - 4 "8 ' - 8 "14' - 8"34' - 4"23' - 6"16' - 6"6' - 2"EOD9 3/8"EOD8 3/4"EOD5"EOD1' - 1 3/8"EOD2 241/256"EOD7 3/4"EOD10' - 0"EOD5' - 4"EOD3' - 8"EOD2' - 8"EOD10' - 8"EOD2 241/256"EOD2' - 1 3/8"EOD7 3/4"
EOD2' - 0 3 3/128"EOD3' - 3"EOD2' - 0 3/4"EOD2 241/256"EOD11 1/2"EOD4' - 0"5' - 0"5' - 0"5' - 0"5' - 0"4' - 0"6' - 7 3/8"EOD17' - 4 5/8"EOD2 241/256"EOD3' - 4"EOD2' - 8"3' - 6 127/256"EOD1 1/2"EOD1' - 1 127/256"EOD3' - 8"EOD1 1/2"3' - 6 1/2"EOD8 3/4"EOD9 3/8"EOD13' - 4 3/4"EOD4"E O D2' - 0 3 /4 "E O D7 3 /4 "EOD1' - 0"EOD8 3/4"EOD9"EOD5"19' - 4 5/8" EODE O D5"E O D5"E O D5"18' - 0"23' - 4"7 1/2"EOD0"12' - 0"10' - 8"5' - 4"3' - 4"5' - 0"2' - 0"4' - 2"4' - 2"5' - 0"EOD7 159/2 56 "
8' - 11 1/2"
EOD4' - 0"2' - 8 197/256" EODEOD3' - 3 9/32"EOD8 3/4"EOD3' - 3 1/4"E O D11 3 /4"EOD3' - 3 1/4"EOD3' - 3 63/256"E O D8 3 /4 "
E O D11 3 /4 "EOD3' - 3 65/256"EOD3' - 3 7/32"E O D8 3 /4 "
E O D11 3 /4 "5' - 11"6' - 0"6' - 0"4' - 0"4' - 0"4' - 0"3' - 8"EOD3 81/256"6' - 1"4' - 7"5' - 4"4' - 10"5' - 10"5' - 4"4' - 4"5' - 6"5' - 4"5' - 4"5' - 4"10' - 0"w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S1.0.3AROOF DIMENSIONINGPLANCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PE 3/32" = 1'-0"S1.0.3A1AROOF DIMENSIONING PLANNO. REASON DATE
12367891011ACELMWWXXDDEEFFHH32' - 0"5.00°10.00°5.00°44' - 0"17' - 4"14' - 8"3' - 4"20' - 8"24' - 0"48' - 0"76' - 8"32' - 0"32' - 0"32' - 0"32' - 0"5' - 4"EOD5 13/16"20' - 0"40' - 0"6' - 2"EOD6 3/64"CCBBVW18x40W18x40W16x26W16x2620K320K3D11.212HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4X.8C.9D2D2D2D2D2D1D11AS3.2.13AS3.2.15AS3.2.13DS3.2.21AS3.2.24DS3.2.26DS3.2.23AS3.2.24AS3.2.2D2D2D2D2D2D2D23DS3.2.31AS3.2.33AS3.2.35AS3.2.3D1D1D1D1SLOPEDOWNSLOPEDOWNRIDGERIDGEG L M 10 .5 x39.8 7 5 w / H S S 5 x0 .2 58 K IN G P O S T A N D 2.5 "Ø R O D S
G L M 1 0 .5 x3 9 .8 7 5 w / H S S 5 x0.2 5 8 K IN G P O S T A N D 2 .5 "Ø R O D S
G L M 1 0 .5 x 3 9 .8 7 5 w / H S S 5 x 0 .2 5 8 K IN G P O S T A N D 2 .5 "Ø R O D S
G L M 1 0 .5 x 3 9 .8 7 5 w / H S S 5 x 0 .2 5 8 K IN G P O S T A N D 2 .5 "Ø R O D S
G L M 1 0 .5 x 3 9.87 5 w / H S S 5x 0 .2 5 8 K I N G P O S T A N D 2 .5 "Ø R O D S
G L M 1 0 .5 x 3 9.87 5 w / H S S 5x 0 .2 5 8 K I N G P O S T A N D 2 .5 "Ø R O D S
GLM 10.5 x39.875 w/ HSS5 x0.25 8 KING POST AN D 2 .5"Ø RO DS
G LM 10.5x39.875 w/ HSS5x0.258 KING P O ST AND 2.5"Ø RODSGLM 5x27.5GLM 5x27.5GLM 5x27.5GLM 10.5x37.125GLM 10.5x42.625GLM 5x27.5GLM 5x27.5GLM 5x27.5GLM 5x27.5GLM 5x27.5GLM 5x27.5GLM 10.5x37.125GLM 10.5x42.625GLM 5x27.5GLM 5x27.5GLM 5x27.5GLM 5x27.5GLM 5x27.5GLM 5x27.5GLM 10.5x37.125GLM 10.5x42.625GLM 5x27.5GLM 5x27.5GLM 5x27.5GLM 5x27.5GLM 5x27.5GLM 5x27.5GLM 10.5x37.125GLM 10.5x42.6251BS3.2.61CS3.2.53CS3.2.5SLOPEDOWNSLOPEDOWND2D2EOD9 1/2"29' - 4"EOD9 1/2"W24x683ES3.2.3HSS6 x6x 1/4
3AS3.2.45AS3.2.4(43' - 3 1/2")1AS3.2.51BS2.0.5EOD9 3/8"EOD9 3/8"44' - 0"30.000°4 0 ' - 0"4 0 ' - 0"E O D4' - 8"E O D4' - 0"EOD
4' - 2"
EOD
4' - 8"EOD1' - 1 1/4"EOD7 219/256"1BS2.0.51BS2.0.51BS2.0.51BS2.0.51BS2.0.51BS2.0.51BS2.0.51AS3.2.31AS3.2.41AS3.2.420' - 0"6.2EOD1' - 3 3/8"EOD2' - 0"EOD2' - 0"EOD3 7/8"EOD3 7/8"EOD1' - 3 3/8"EOD2' - 8 5/8"EOD5 1/16"EOD5 1/16"EOD4 3/4"EOD9 1/2"HSS6x6x1/4W27x84W27x84W24x68(44' - 6 1/2")W12x14W12x14W18x35(42' - 2 1/2")LT GA TRUSSES AT 48" OCBCXBCXBCXL3L3L3L3L3L3BF-7BF-8BF-DBF-10BF-9KBKBKBKBL3L3L3L31DS3.2.21' - 11"10' - 8"2' - 8"2' - 4 221/256"EOD3"E O D9"
12 ' - 7 65/256 "12' - 0"EOD10"2' - 9 105/256"D1S1.0.53C2' - 0"4DS3.2.54BS3.2.51BS2.0.5G L M 1 0 .5 x 3 9.87 5 w / H S S 5x 0 .2 5 8 K I N G P O S T A N D 2 .5 "Ø R O D S
EOD9"3ES3.2.632LH0832LH0832LH0832LH0832LH0832LH0832LH083DS3.2.3CANTCANTCANT6DS3.2.2CANTCANTCANTCANTLT GA TRUSSES AT 48" OC6DS3.2.24DS3.2.2SIMSIM1AS3.2.2SIM6DS3.2.2SIM4DS3.2.2SIMSIM5AS3.2.11AS3.2.1SIM3AS3.2.1SIMSHIM DECK FOR BRGSHIM DECKFOR BRGSHIMDECKFOR BRGSHIM DECKFOR BRGSHIM DECKFOR BRGSHIMDECKFOR BRGSHIM DECKFOR BRGSHIM DECKFOR BRGSHIMDECKFOR BRGNOTES:1. SEE S0.0.1 FOR GENERAL NOTES AND ABBREVIATIONS.2. TOP OF STEEL/JOIST BEARING ELEVATION = +35'-0", ABOVE DATUM ELEVATION. (No)INDICATES TOP OF STEEL/JOIST BEARING ELEVATION. [+No] INDICATES TOP OF STEELABOVE JOIST BEARING ELEVATION.3. "HSS" INDICATES HSS-x-x- BEAM.4. W-" INDICATES W-x- BEAM.5. INDICATES MOMENT CONNECTION TYPE.6. "BF#" INDICATES BRACED FRAME TYPE. SEE S2.0.1 FOR ELEVATIONS AND DETAILS.7. SEE S3.2.1 FOR TYPICAL ROOF FRAMING DETAILS.8. SEE S3.0.1, S3.0.2, AND S3.0.3 FOR COLUMN SCHEDULE.9. FOR EDGE OF DECK DIMENSIONS, SEE S1.0.3A.10. "KB" INDICATES HSS3x3x5/16 KNEE BRACE, SEE .11. "L3" INDICATES L3x3x1/4 BRACE, SEE AND ./3AS3.2.2/1AS3.2.3/1BS2.0.3D2:METAL ROOF DECK, 4 1/2" DEEP DEK, G60 FINISH,SEE */S*** FOR ATTACHMENTD1:METAL ROOF DECK, 1 1/2" TYPE "B", 20 GA, GALVG60 FINISH, SEE FOR ATTACHMENT/1ES3.2.1w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S1.0.4HIGH ROOF FRAMINGPLANCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PE 3/32" = 1'-0"S1.0.41AHIGH ROOF FRAMING PLANNO. REASON DATE
24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"24"W3BS3.1.5CCBBW24x55W24x55W10x15W10x158"5' - 10 5/8"30' - 10 3/4" (6) EQ SPACES5' - 10 5/8"8"HANGERS, TYPFFE= 32' - 0"L3x3x1/4 BRACINGW10x15W10x15W10x15W10x15W10x15W10x15W10x15(29' - 4")(31' - 7")S11AS3.1.31BS3.1.5W10x15W10x15S35' - 11 3/8"5' - 11 3/8"5' - 6 5/8"8' - 6"6LMZDDEEFFHHDD.5EE.5FF.54CS3.1.4W6x15W6x15W6x15W6x15W6x15W6x15W6x15W6x15 KICKERW6x15 KICKERW6x15 KICKERW6x15 KICKERW6x15 KICKERW6x15 KICKERHSS18x6x3/8D1D1D1D1(5) EQ SPACES18' - 0"32' - 0"20.000°5.000°18' - 0"5.000°5.000°5.000°EOD6"24' - 4"6"EOD3' - 4"EOD2' - 5"7' - 7"EOD8"1CS3.1.4EOD6"11' - 6"11' - 6"6" EODW6x15W6x15W6x15W6x15W6x15W6x15W6x15W6x15 KICKERW6x15 KICKERW6x15 KICKERW6x15 KICKERW6x15 KICKERW6x15 KICKEREOD3"8' - 5"EOD8"(5) EQ SPACESHSS18x6x3/8EOD6"11' - 6"11' - 6"EOD6"W6x15HSS18x6x3/8W6x15
W6x15
W6x15
W6x15
W6x15
W6x15
W6x15 KI CKER
W 6x15 KICKER
W 6x15 KICKER
W6x15 KIC K E R
W6x15 KICKER
W6x 1 5 KI CKER
(5) EQ SPACESW6x15HSS18x6x3/8W 6 x 1 5 K I C K E RW6x15 K I C K E RW6x15 K I C K E RW6x15 K I C K E RW6x15 K I C K E RW6x15 K I C K E RW6x15W6x15W6x15W6x15W6x15W6x15EOD6"11' - 6"11' - 6"EOD6"E O D3"8 ' - 5 "E O D8"
EOD3"
8' - 6 "
EOD8"(5) EQ SPACESLMS1CS3.1.432' - 0"D1W6x15W6x15W6x15W6x15W6x15W6x15HSS18x6x3/8EOD4' - 0"6"23' - 0"EOD6"(5) EQ SPACESEOD8"7' - 0"EOD4"W6x15W6x15 KICKERW6x15 KICKERW6x15 KICKERW6x15 KICKERW6x15 KICKERW6x15 KICKER4AS3.2.5EOD9"12' - 0"EOD9"EOD9"10' - 8"EOD9"HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4HSS6x6x1/4D1w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S1.0.5ENLARGED FRAMINGPLANSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PE 1/8" = 1'-0"S1.0.51EPLATFORM FRAMING PLAN 1/8" = 1'-0"S1.0.53ESECOND FLOOR CANOPY FRAMING PLAN 1/8" = 1'-0"S1.0.51CSECOND FLOOR CANOPY FRAMING PLAN 1/8" = 1'-0"S1.0.53CTOWER ROOF FRAMING PLANNO. REASON DATE
LEVEL 2214' - 0"LEVEL 3231' - 2 1/2"LEVEL 1196' - 0"220' - 8"1.2HSS7x7x3/8H S S 7 x 7 x 3 /8
W24x55W21x44W12x40W12x50T/FTGHSS6x6x3/8H S S 6 x 6 x 3 /8 LEVEL 2214' - 0"LEVEL 3231' - 2 1/2"LEVEL 1196' - 0"HHW18x35HSS6x6x3/8H S S 6 x 6 x 3 /8
W12x65W21x50HSS8x8x3/8HS S 8 x 8 x 3 /8
T/FTG-6' - 0"FFE-3' - 4"HH.5NOTES:1. CENTROIDS OF MEMBERS SHALL COINCIDE, UNO.2. [No] INDICATES BRACE AXIAL FORCE (IN KIPS). "T" DENOTES THE BRACE IS IN TENSION, "C" DENOTES THE BRACE IS IN COMPRESSION. "V" INDICATES SHEAR FORCE (IN KIPS).3. "TF" INDICATES TRANSFER FORCE (IN KIPS) FROM ADJACENT BEAM.4. FABRICATOR SHALL DESIGN ALL BEAM TO COLUMN CONNECTIONS WITHIN VERTICAL FRAME TO SUPORT THE HORIZONTAL AND VERTICAL COMPONENTS OF THE BRACE FORCE PLUS THE BEAM SHEAR SHOWN ON THE ELEVATION. ALLOWABLE STRESS INCREASES OR LOAD REDUCTIONS ARE NOT PERMITTED.LEVEL 2214' - 0"LEVEL 3231' - 2 1/2"LEVEL 1196' - 0"1037' - 4"-4' - 0"T/FTGW24x55W12x65W12x65HSS10x10x3/8H S S 1 0 x 1 0 x 3 /8
W24x62H SS 7x7x3/8HSS7x7x3/812LEVEL 2214' - 0"LEVEL 3231' - 2 1/2"LEVEL 1196' - 0"WXW21x50W24x55HSS8x8x3/8HSS8x8x3/8W12x40W12x40H SS5x5x1/4HSS5x5x1/4T/FTG40' - 0"-2' - 0"LEVEL 2214' - 0"LEVEL 3231' - 2 1/2"LEVEL 1196' - 0"W16x31HSS6x6x3/8H S S 6 x 6 x 3 /8
W12x50W18x35W12x65H S S 7 x 7 x 3 /8
HSS7x7x3/8T/FTG22' - 8"TS-2' - 0"LEVEL 2214' - 0"LEVEL 3231' - 2 1/2"LEVEL 1196' - 0"CD18' - 0"HSS6x6x3/8HSS7x7x3/8W14x22W16x26W12x40W12x65T/FTGw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S2.0.1ELEVATIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PEBF-ABF-C 3/16" = 1'-0"S2.0.16ABRACED FRAME ELEVATIONSBF-BBF-1BF-3BF-2NO. REASON DATE
BEAM, SEE PLANCOL, SEE PLANWPWELD TODEVELOPBRACE FORCEINDICATEDWELD TODEVELOPBRACE FORCEINDICATEDGUSSET PL AT CTR LINE OF BEAMAND BRACE, SIZE TO DEVELOPBRACE FORCES INDICATEDHSS BRACE,SLOT ENDSERECTION BOLTAS REQDCLBEAMCLERECTION BOLTAS REQDHSS BRACE, SLOT ENDSBEAM, SEE PLANWPWELD TODEVELOPBRACE FORCEINDICATEDWELD TO DEVELOPBRACE FORCEINDICATED1/4TYP3/8" STIFFENER PL EA SIDEGUSSET PL AT CTRLINE OF BEAM ANDBRACE, SIZE AND WELDTO DEVELOP BRACEFORCES INDICATEDCLBEAMCLR4"1' - 0"GUSSET PL SIZETO DEVELOP BRACE FORCEINDICATEDBASE PL, SEEPLAN AND COLSCHD(12) #6 SHEAR DWLS w/ 90°HK(CIP OR DRILL AND SET IN ADH12" INTO FTG/PIER w/ HILTI HITHY150 EXPOXY)PLANSEESEE PLANFFECJCJBASE PL, SEEPLAN AND COL SCHDNON-KEYED ISOLATION JOINT,SEE2"CJCOL, SEE PLAN(12) #6 SHEAR DWLw/ 90° HKCJ3" MINSEE SCHDBY SUPPLIEREXTEND AS REQ'DSEE SCHDSEE SCHD7" MINERECTION BOLTAS REQDHSS BRACE,SLOT ENDSBEAM, SEE PLANWPWELD TODEVELOPBRACE FORCEINDICATEDWELD TODEVELOPBRACE FORCEINDICATED1/4TYP3/8" STIFFENERPL EA SIDEGUSSET PL AT CL OF BEAM ANDBRACE, SIZE AND WELD TODEVELOP BRACE FORCESINDICATEDCLBEAMERECTION BOLTAS REQDHSS BRACE, SLOT ENDSBEAM, SEE PLANCOL, SEE PLANWPWELD TODEVELOPBRACE FORCEINDICATEDWELD TODEVELOPBRACE FORCEINDICATED1/4" CAP PLGUSSET PL AT CTRLINE OF BEAM ANDBRACE, SIZE TODEVELOP BRACEFORCES INDICATEDCLBEAMCLERECTION BOLTAS REQDHSS BRACE, SLOT ENDSBEAM, SEE PLANCOL, SEE PLANWPWELD TODEVELOPBRACE FORCEINDICATEDWELD TODEVELOPBRACE FORCEINDICATEDGUSSET PL AT CTRLINE OF BEAM ANDBRACE, SIZE TODEVELOP BRACEFORCES INDICATEDCLBEAMCL3/4"Ø BOLT0 00 0ERECTION BOLTHSS BRACE, SEE BRACED FRAMEEL; SLOT HSS AS REQD AT GUSSET1 /2 "1 /2 "1/2"0 00 0HSS BRACE, SEEBRACED FRAME ELERECTION BOLTGUSSET PL,CTR ON BEAM;THICKNESS TO MATCH GUSSETAT BEAM CONNLEVEL 2214' - 0"LEVEL 3231' - 2 1/2"LEVEL 1196' - 0"AW16x31HSS7x7x3/8W12x53W18x35W12x40T/FTG-4' - 0"B6' - 0"20' - 0"HSS7x7x3/8LEVEL 2214' - 0"LEVEL 3231' - 2 1/2"LEVEL 1196' - 0"YW.5T/FTG-4' - 0"W16x31HSS5x5x1/4H S S 5 x 5 x1 /4 W8x31W18x40W8x31H S S 8 x8x3/8 HSS8x8x3/827' - 10"NOTES:1. CENTROIDS OF MEMBERS SHALL COINCIDE, UNO.2. [No] INDICATES BRACE AXIAL FORCE (IN KIPS). "T" DENOTES THE BRACE IS IN TENSION, "C" DENOTES THE BRACE IS IN COMPRESSION. "V" INDICATES SHEAR FORCE (IN KIPS).3. "TF" INDICATES TRANSFER FORCE (IN KIPS) FROM ADJACENT BEAM.4. FABRICATOR SHALL DESIGN ALL BEAM TO COLUMN CONNECTIONS WITHIN VERTICAL FRAME TO SUPORT THE HORIZONTAL AND VERTICAL COMPONENTS OF THE BRACE FORCE PLUS THE BEAM SHEAR SHOWN ONTHE ELEVATION. ALLOWABLE STRESS INCREASES OR LOAD REDUCTIONS ARE NOT PERMITTED.LEVEL 2214' - 0"LEVEL 3231' - 2 1/2"LEVEL 1196' - 0"CC.917' - 4"W18x40HSS7x7x3/8W18x35HSS8x8x3/8W12x65W12x53T/FTGw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S2.0.2ELEVATIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PE 3/4" = 1'-0"S2.0.24BBRACE CONNECTION DETAIL 3/4" = 1'-0"S2.0.22BBRACE CONNECTION DETAIL 3/4" = 1'-0"S2.0.21ABRACE CONNECTION DETAILNOT TO SCALES2.0.26BHSS BRACE TO BEAM TOP DETAILNOT TO SCALES2.0.22AHSS BRACE TO HSS COLUMN TOP DETAILNOT TO SCALES2.0.24AHSS BRACE WIDE FLANGE COLUMN TOP DETAILNOT TO SCALES2.0.26AHSS FRAME INTERSECTIONBF-4BF-6 3/16" = 1'-0"S2.0.26DBRACED FRAME ELEVATIONSBF-5NO. REASON DATE
LEVEL 3231' - 2 1/2"WW27x84HSS5x5x1/4HSS8x8x3/8W27x129W12x65LEVEL 3231' - 2 1/2"WHSS5x5x1/4HSS8x8x3/8W27x129W27x84LEVEL 3231' - 2 1/2"EC.9L4x4x1/4L4x4x1/4W16x26HSS9x9x1/2HSS9x9x1/2LEVEL 3231' - 2 1/2"EC.9L4x4x1/4L4x4x1/4W16x26W12x53W12x65W12x16LEVEL 3231' - 2 1/2"HSS6x6x1/4HSS6x6x1/4W24x68HSS8x8x3/8HSS8x8x3/8W24x62HSS3x3x5/16WPCOL, SEEPLAN ANDSCHDBEAM, SEE PLANCAP PLATE,SEE COL SCHDWPTYP4" MIN3/8" GUSSETPLATE, SIZE TO FITFOR SLOTTEDTUBE (TYP)1/4 41/4 4TYP113' - 6"1/4 51/4 5TYPCLSEE PLANT/STEELw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S2.0.3ELEVATIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PEBF-8BF-7BF-9BF-10BF-D 3/4" = 1'-0"S2.0.31BTYPICAL KNEE BRACE DETAILNO. REASON DATE
LEVEL 2214' - 0"LEVEL 3231' - 2 1/2"LEVEL 1196' - 0"LM32' - 0 7/256"W21x44T/FTG-2' - 0"W21x55 (26)LEVEL 2214' - 0"LEVEL 3231' - 2 1/2"LEVEL 1196' - 0"CCW24x55W24x55W14x109T/FTG4SEE PLAN-2' - 0"6432' - 0"W24x55W24x55W12x53W12x53DDW24x55W24x55W12x53EESEE PLANW24x55W24x55W12x53FFSEE PLANHHW24x55W24x62W12x53FFSEE PLANW12x53LEVEL 2214' - 0"LEVEL 3231' - 2 1/2"LEVEL 1196' - 0"1224' - 0"T/FTGW24x55HSS12x6x1/2 LSHW12x723524' - 0"HSS12x6x3/8 LSHW24x68W12x7223W24x68HSS12x6x3/8 LSHW12x7224' - 0"6524' - 0"W24x68W12x72W12x72w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S2.0.4ELEVATIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PEMF-BMF-AMF-CNO. REASON DATE
91032' - 0"W16x67W24x68W12x53101132' - 0"W24x104W24x68W12x53HSS12x12x3/8T/FTG-9' - 4"LEVEL 2214' - 0"LEVEL 3231' - 2 1/2"LEVEL 1196' - 0"78T/FTG-4' - 0"W12x53W24x68W24x6832' - 0"S3.1.44E8932' - 0"W16x67W24x68W12x53T/FTG-6' - 0"T/FTG-8' - 0"WVXGLULAM BEAMS, SEE PLANHSS5x0.258KING POST2.5"Ø STEEL TENSION ROD2.5"Ø STEEL TENSION RODNOTES:1.ALL CONNECTIONS FOR GLULAMS, KING POST & TENSION ROD SHALL BEDESIGNED BY SUPPLIER. ALL CONNECTIONS WILL BE SEMI CONCEALEDCONNECTIONS.2.ARCHITECTURAL AND STRUCTURAL APPROVAL IS REQUIRED BEFORECONNECTIONS ARE FABRICATED.1" / 12"1/4" / 12"w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S2.0.5ELEVATIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PEMF-D 1/4" = 1'-0"S2.0.51BGLULAM TRUSS ELEVATION - BANQUET HALLNO. REASON DATE
STEEL COLUMN SCHEDULELEVEL 1LEVEL 1196' - 0"196' - 0"LEVEL 2LEVEL 2214' - 0"214' - 0"LEVEL 3LEVEL 3231' - 2 1/2"231' - 2 1/2"HI ROOFHI ROOF246' - 0"246' - 0"TOWER ROOFTOWER ROOF258' - 0"258' - 0"Column LocationsA-1A(1' - 0")-1(1' -0")A-2 A(1' - 0")-2 A-3 A-5 A-6 A-6.2 A-7 A-8 A-9 A-10 A-11 A.5-3A.5-5 A.5-6 A.5-6(-1' - 0") B-2 B-7C(-1' - 0")-1(1' -0")C-1.2 C-2 C(-1' - 0")-2 C-3 C(-1' - 0")-3 C-5 C(-1' - 0")-5 C-6C(-1' - 0")-6(-1' -0")C-7STEEL COLUMN SCHEDULELEVEL 1LEVEL 1196' - 0"196' - 0"LEVEL 2LEVEL 2214' - 0"214' - 0"LEVEL 3LEVEL 3231' - 2 1/2"231' - 2 1/2"HI ROOFHI ROOF246' - 0"246' - 0"TOWER ROOFTOWER ROOF258' - 0"258' - 0"Column LocationsC-8 C-9 C-10 C-11 C.9-10 C.9-12 D-1.2 D-2.8 D-4 D-6 E-8 E-9 E-10 E-10(8' - 0") E-12 M-6M(2' - 4 3/8")-6(1'- 11 3/8")W-4 W-6 X-4 X-6 A.5(1' - 4")-T1 A.5(1' - 4")-T2 C.9-S(2' - 4 1/4") E-R L-S L-T L-V L-W L-XBASE PLATE SIZEBASE PLATE TYPEANCHOR BOLTSEMBEDMENT LENGTH1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"W12x72W12x72W12x72W12x72W12x72W12x53W12x53W12x53W12x53HSS12x12x3/8HSS9x9x3/8HSS9x9x3/8W8x35W12x40W12x40W12x50W8x31W8x31W10x49W12x65W12x65W12x65W10x54W12x65HSS9x9x1/2W10x49W12x65W10x49W10x49HSS12x12x3/8W10x54W12x65W12x53W12x53W12x65W12x53W12x65W14x109W8x31W10x49W12x65W12x50W12x651 1/4"x28"x28"TYPE 4(8)1"Ø12"1 1/4"x20"x28"TYPE 3(6)1"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 2(4)1"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x20"x28"TYPE 3(6)1"Ø12"1 1/4"x18"x18"TYPE 1(4)1"Ø12"1 1/2"x20"x20"TYPE 2(4)1 1/4"Ø16"1 1/4"x20"x28"TYPE 3(6)1"Ø12"1 1/4"x20"x28"TYPE 3(6)1"Ø12"1 1/4"x20"x28"TYPE 3(6)1"Ø12"1 1/4"x28"x28"TYPE 4(8)1"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø9"1 1/4"x18"x18"TYPE 1(4)3/4"Ø9"1 1/4"x18"x18"TYPE 1(4)3/4"Ø9"1 1/4"x18"x18"TYPE 1(4)3/4"Ø9"1 1/2"x20"x20"TYPE 2(4)1 1/4"Ø16"1 1/4"x18"x18"TYPE 1(4)3/4"Ø9"1 1/4"x18"x18"TYPE 1(4)3/4"Ø9"BASE PLATE SIZEBASE PLATE TYPEANCHOR BOLTSEMBEDMENT LENGTH1 1/4"x18"x18"TYPE 1(4)3/4"Ø9"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø9"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø9"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/2"x20"x20"TYPE 2(4)1 1/4"Ø16"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/2"x20"x20"TYPE 2(4)1 1/2"Ø20"1 1/4"x18"x18"TYPE 1(4)3/4"Ø0"1"x16"x16"TYPE 1(4)3/4"Ø9"1 1/4"x18"x18"TYPE 1(4)3/4"Ø0"1 1/4"x18"x18"TYPE 1(4)3/4"Ø9"1 1/4"x16"x16"TYPE 1(4)1"Ø9"1 1/2"x20"x20"TYPE 2(4)1 1/2"Ø20"BASE PLATE SIZEBASE PLATE TYPEANCHOR BOLTSEMBEDMENT LENGTHHSS9x9x1/2HSS9x9x1/2W12x50HSS9x9x3/8HSS9x9x3/8HSS10x5x3/8HSS9x9x1/2HSS9x9x3/8HSS9x9x3/8HSS9x9x3/8HSS9x9x3/8W12x53W12x53W10x49HSS9x9x1/2HSS6x6x1/4HSS9x9x3/81 1/4"x28"x28"TYPE 4(8)1"Ø12"1 1/4"x20"x28"TYPE 3(6)1"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x20"x28"TYPE 3(6)1"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x20"x28"TYPE 3(6)1"Ø12"1 1/4"x20"x28"TYPE 3(6)1"Ø12"1 1/4"x20"x28"TYPE 3(6)1"Ø12"BASE PLATE SIZEBASE PLATE TYPEANCHOR BOLTSEMBEDMENT LENGTH1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"3/4"x16"x16"TYPE 1(4)3/4"Ø9"1"x16"x16"TYPE 1(4)3/4"Ø9"1 1/2"x20"x20"TYPE 2(4)1 1/4"Ø16"1 1/4"x28"x28"TYPE 4(8)1"Ø12"w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S3.0.1COLUMN SCHEDULECAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PENO. REASON DATE
STEEL COLUMN SCHEDULELEVEL 1LEVEL 1196' - 0"196' - 0"LEVEL 2LEVEL 2214' - 0"214' - 0"LEVEL 3LEVEL 3231' - 2 1/2"231' - 2 1/2"HI ROOFHI ROOF246' - 0"246' - 0"TOWER ROOFTOWER ROOF258' - 0"258' - 0"Column LocationsL-TB M-S M-T M-V M-W M-X R-HH R-JJ T-GG T-HH T-HH.5 T1-TA T2-TAU-AA V-DD V-DD.5 V-EE V-EE.5 V-FF V-FF.5 V-HH V-JJ V.2-AA W-AA W-BB W-BB.5 W-CC W(-20' - 0")-CC W-DD W-EE(-9' - 2 5/8")STEEL COLUMN SCHEDULELEVEL 1LEVEL 1196' - 0"196' - 0"LEVEL 2LEVEL 2214' - 0"214' - 0"LEVEL 3LEVEL 3231' - 2 1/2"231' - 2 1/2"HI ROOFHI ROOF246' - 0"246' - 0"TOWER ROOFTOWER ROOF258' - 0"258' - 0"Column LocationsW(1' - 71/4")-EE(9' - 25/8")W-FF(9' - 2 5/8")W(1' - 71/4")-FF(-9' - 25/8")W-HH W-JJ W.5-BB W.5-CC W.5-JJ X-AA X-BB X-CC X-DD X-EE X-FF X-HH X.8-BB X.8-CC Y-JJ Z-DD Z-EE Z-FF Z-HHZ(2' - 17/8")-XXX(4 1/8")AA(10' - 0")-AAAHSS8x8x3/8W14x109W8x40W14x109W12x65W12x50W12x72W12x53W12x65W12x65W14x1091 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1"x16"x16"TYPE 1(4)3/4"Ø9"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/2"x20"x20"TYPE 2(4)1 1/4"Ø16"1 1/2"x20"x20"TYPE 2(4)1 1/4"Ø16"1"x16"x16"TYPE 1(4)3/4"Ø9"1"x16"x16"TYPE 1(4)3/4"Ø9"1 1/4"x18"x18"TYPE 1(4)3/4"Ø9"1 1/2"x20"x20"TYPE 2(4)1"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"BASE PLATE SIZEBASE PLATE TYPEANCHOR BOLTSEMBEDMENT LENGTHBASE PLATE SIZEBASE PLATE TYPEANCHOR BOLTSEMBEDMENT LENGTH1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/2"x20"x20"TYPE 2(4)1"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø9"1 1/4"x18"x18"TYPE 1(4)3/4"Ø9"1 1/4"x18"x18"TYPE 1(4)3/4"Ø9"1 1/4"x18"x18"TYPE 1(4)3/4"Ø9"1"x16"x16"TYPE 1(4)3/4"Ø9"1 1/2"x20"x20"TYPE 2(4)1"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø9"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/2"x20"x20"TYPE 2(4)1 1/4"Ø16"1 1/2"x20"x20"TYPE 2(4)1 1/4"Ø16"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"W10x39HSS8x8x3/8W12x40W12x65W12x65W10x60W10x60W12x65W10x49W12x40W14x109W14x109W14x109W14x109W14x109W14x109W8x31HSS6x6x1/4HSS6x6x1/4W8x31W12x53W12x53W12x53W14x109W14x109W14x109W12x531 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"W12x530"x0"x0"(0)0"Ø0"1"x16"x16"TYPE 1(4)3/4"Ø9"W10x491"x16"x16"TYPE 1(4)3/4"Ø9"W12x651 1/4"x18"x18"TYPE 1(4)3/4"Ø9"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø9"W12x65W12x65BASE PLATE SIZEBASE PLATE TYPEANCHOR BOLTSEMBEDMENT LENGTHW12x651"x16"x16"TYPE 1(4)3/4"Ø9"1 1/4"x18"x18"TYPE 1(4)3/4"Ø9"1 1/4"x18"x18"TYPE 1(4)3/4"Ø9"1 1/4"x18"x18"TYPE 1(4)3/4"Ø9"1 1/4"x18"x18"TYPE 1(4)3/4"Ø9"W12x79W12x72W12x72W10x60HSS6x6x1/4HSS9x9x3/8HSS9x9x3/8HSS9x9x3/8W8x40W12x651 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"1 1/2"x20"x20"TYPE 2(4)1"Ø12"1 1/4"x18"x18"TYPE 1(4)3/4"Ø12"BASE PLATE SIZEBASE PLATE TYPEANCHOR BOLTSEMBEDMENT LENGTHw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATE09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S3.0.2COLUMN SCHEDULECAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PENO. REASON DATE
XYCGyCCGxCX/2X/2Y/2Y/25/16TYPE 1XYCGyCCGxC5/16TYPE 2X/2X/2Y/2Y/2 PROJECTIONEMBEDMENT NON-SHRINK GROUTTHICKNESSTOP OF FDN, PIER, ORWALLANCHOR ROD w/ LEVELING NUTS3/16TACK WELD3/16" x 3" x 3"PL WASHERNOTES:1. WELDS MAY BE OMITTED AT COLUMN FLANGE TOES AND RADII.2. SEE GENERAL NOTES FOR ANCHOR ROD MATERIAL.3. WHEN BRACED FRAME GUSSET PLATE IS ON BOTH SIDES OFCOLUMN FOR TYPE 2, PROVIDE SHEAR LUGS IN BOTHDIRECTIONS4. ORIENTAITON OF COLUMNS IN TYPE 4 VARIES PER LOCATIONPL WASHER T&B, SEE SCHDANCHOR ROD SCHEDULEBOLT SIZE3/4"ØDIMENSION "C"SQUARE PL WASHER SIZEGROUT THICKNESS1"Ø1 1/4"Ø1 1/2"Ø1 1/2"1/4" x 2"2"2"3/8" x 3"2"2"1/2" x 3"2.5"3"3"1/2" x 3 1/2"PROVIDE GROUTHOLES AS NEEDEDCOLUMN, SEE SCHDPROVIDE 4"x2" SHEARLUG FULL WIDTH OFBASE PLATE2"FOR GROUT THICKNESSSEE ANCHOR ROD SCHDSHEAR LUGPERPENDICULAR TOBRACED FRAMEXYC1' - 0"1' - 0"CCGxC5/16X/2X/2Y/2Y/2TYPE 3XYC1' - 0"1' - 0"CC1' - 0"1' - 0"C5/16TYPE 41' - 0"5/161' - 0"w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S3.0.3COLUMN ANDFOUNDATIONSCHEDULESCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PESPREAD FOOTING SCHEDULEMARKSIZEREINFORCEMENT(EACH WAY)SOIL BEARINGCAPACITYWIDTH LENGTH DEPTH TOP BOTTOM2F6 6' - 0" 6' - 0" 1' - 6" NA (7) #7 2000 PSI2F7 7' - 0" 7' - 0" 1' - 6" NA (8) #7 2000 PSI2F8 8' - 0" 8' - 0" 1' - 6" NA (9) #7 2000 PSI2F9 9' - 0" 9' - 0" 1' - 6" NA (10) #7 2000 PSI2F10 10' - 0" 10' - 0" 1' - 6" NA (11) #7 2000 PSI2F11 11' - 0" 11' - 0" 1' - 6" NA (12) #7 2000 PSI2F12 12' - 0" 12' - 0" 2' - 0" NA (13) #9 2000 PSI2F13 13' - 0" 13' - 0" 2' - 0" NA (14) #9 2000 PSI2F14 14' - 0" 14' - 0" 2' - 0" NA (15) #9 2000 PSI2F18 18' - 0" 18' - 0" 2' - 6" (19) #11 (19) #11 2000 PSI2F3010 12' - 0" 30' - 0" 2' - 0"(31) #7 SHORT WAYS(13) #7 LONG WAYS(31) #9 SHORT WAYS(16) #9 LONG WAYS2000 PSI2F3410 10' - 0" 34' - 0" 2' - 0"(35) #7 SHORT WAYS(11) #7 LONG WAYS(35) #9 SHORT WAYS(11) #9 LONG WAYS2000 PSI2F4010 10' - 0" 40' - 0" 1' - 6"(41) #7 SHORT WAYS(14) #7 LONG WAYS(41) #9 SHORT WAYS(15) #9 LONG WAYS2000 PSI4F9 9' - 0" 9' - 0" 1' - 6" (10) #7 (10) #7 4000 PSI4F10 10' - 0" 10' - 0" 1' - 6" NA (11) #7 4000 PSI4F11 11' - 0" 11' - 0" 2' - 0" NA (12) #7 4000 PSI4F12 12' - 0" 12' - 0" 2' - 0" NA (13) #9 4000 PSI4F14 14' - 0" 14' - 0" 2' - 0" NA (15) #9 4000 PSI4F16 16' - 0" 16' - 0" 2' - 6" (17) #9 (17) #9 4000 PSINOT TO SCALES3.0.31EBASE PLATE AND ANCHOR ROD SCHEDULENO. REASON DATE
SEE PLANFFE5/8"Ø x 1'-6" SMOOTH DWL AT 12" OC MAX;COAT ONE END w/ GREASE TO PREVENTBOND; CTR IN SLABSLAB REINF, SEE PLANPREVENT BONDVAPOR BARRIERTPLANSEENOTES:1.DO NOT RUN REINF THROUGH CONSTRUCTION JOINT.SLAB REINFSUPPORTSCLR1 1/2"SEE PLANFFESAW CUT CJ 1/8" WIDE MAXSLAB REINF, SEE PLANVAPOR BARRIERTPLANSEENOTES:1.SAW CUT SLAB WITHIN 8 HOURS OF CONCRETE POUR.2.WHERE CONTRACTION JOINTS ARE TO BE CUT: FOR REBAR STOP, AND START EVERY OTHER BAR;FOR WWF, CUT EVERY OTHER WIRE.SLAB REINFSUPPORTSCLR1 1/2"T/4NOTES:1.SLAB SHALL BE POURED IN STRIP PATTERN.2.STRIPS TO BE DIVIDED BY CONSTRUCTION JOINTS AT THE CENTER LINE OF COLUMNS WHERE THEY OCCUR ANDSUBDIVIDE AS REQUIRED INTO AREAS NOT EXCEEDING 225 SQUARE FEET BY CONTRACTION JOINTS.3.IN AREAS WHERE COLUMNS DO NOT OCCUR, PROVIDE CONSTRUCTION AND CONTRACTION JOINTS AS ABOVE.4.CONTRACTOR SHALL OBTAIN ARCHITECTS APPROVAL FOR ALL JOINT LOCATIONS.TYP30' - 0" MAXTYP30' - 0" MAX225 SQ FEET MAXTYP, SEE NOTE 2COL ISOLATIONJOINT, SEECENTERLINE OF COLCONSTRUCTION JOINT,SEE , TYPCONTRACTION JOINT,SEE , TYP121221/3ES3.0.4/1ES3.0.4= FIRST POUR= SECOND POUR/1DS3.0.4TYP30'-0" MAXTYP30'-0" MAX(2) #5 x 4'-0" AT MID-DEPTH OF SLAB; CTRON CORNERS OF ISOLATION JOINTSWHERE NO SLAB JOINT INTERSECTSISOLATION JOINTCONSTRUCTION ORCONTRACTION JOINTNON-KEYED ISOLATIONJOINTBASE PL BELOWINTERIOR COLUMNCONSTRUCTION ORCONTRACTION JOINTNON-KEYED ISOLATIONJOINTBASE PL BELOW3" MIN3" MINNON-KEYED ISOLATIONJOINTBASE PL BELOW3" MINPERIMETER COLUMNCORNER COLUMNNOTES:1.POUR CONCRETE FILL AROUND COLUMN AFTER BASE PLATE HAS BEEN GROUTED.COL, SEE PLAN ANDSCHDCOL, SEE PLAN ANDSCHDCOL, SEE PLAN ANDSCHD3"3"3"2' - 0"3"3"3"1" OUTSIDE Ø CONDUIT (MAX);SPACED NO CLOSER THAN SHOWNEQEQSEE PLANTSLAB REINF, SEE PLAN#3 AT 12" OC EA WAY(UP TO 6" PADS)#4 AT 12" OC EA WAY(UP TO 10" PADS)12"12"#3 AT 18" OC MAX,TYP (2 PER SIDE MIN)6" (3" INTERIOR EQUIP)CONFIRM w/ MECH, ELECEQUIPMENTANCHORAGE DESIGN BYEQUIPMENT MFR VERIFY w/ ARCH,MECH, ELECPLANSEE3/4" CHAMFERSEE PLANT/FTGSEE PLANFFECOL, SEE PLAN AND SCHDNON-KEYED ISOLATION JT,SEESIZE AND REINFSEE FTG SCHD FOR3" CLR MINSOG, SEE PLANENCASE BASE PL ANDANCHOR RODS w/ CONCSEE FORBASE PL, ANCHOR RODS,AND NON-SHRINK GROUTTHICKNESS/1DS3.0.4CLSEE PLANFFESEE PLANT/PIERSEE PLANT/FTG2"CONC PIER, SEE PIER PLANSOG, SEE PLANNON-KEYED ISOLATIONJT, SEE(4) TIES AT 3" OCTIES, SEE PIERPLANSTD 90° HK, TYPPIER PLAN-P12' - 0"2' - 0"(8) #8 VSIZE AND REINFSEE FTG SCHD FORCOL, SEE PLAN AND SCHD/1DS3.0.4SEE FORBASE PL, ANCHORRODS, AND NON-SHRINKGROUT THICKNESSENCASE BASE PL ANDANCHOR RODS w/ CONC1"#3 TIES AT 12" OCV REINF, SEE PIER PLAN 2" CLRCL3"PROVIDE CONT 2x4 KEY FULLWIDTH OF FTG, CTR ON FTGDEPTH (2x6 KEY FOR FTGDEPTH >14")SEE PLANT/FTGBOTT REINF, SEE SECTIONSFOR SIZELAPTOP REINF, SEESECTIONS FORLOCATION AND SIZELAP 48 BAR Ø TYPNOTE:1.GENERAL CONTRACTOR TO COORDINATE / VERIFY THE LOCATION OFFOOTING STEPS WITH THE FINISHED GRADING PLAN.2.PROVIDE 1'-4" MINIMUM COVER ABOVE TOP OF FOOTING.3.ADDED BARS TO BE THE SAME SIZE AND QUANTITY AS CONTINOUS BARS.CONT FTG BARSSTEP2 x STEP MIN1' - 6"STEP/2BOTT REINF, SEESECTIONS FOR SIZETOP REINF, SEESECTIONS FORLOCATION AND SIZE1/2" PJF ALL SIDES4'-0" MIN DEPTH OF COMPACTED FILLBENEATH CONC PAD; REMOVE ANDREPLACE RESIDUAL SOIL AS REQD;EXTEND FILL 4'-0" MIN BEYOND PAD,ALL SIDESMECH EQUIPMENT REQUIREMENTSCOORDINATE SLAB DIMENSIONS w/MIN6"1' - 4" MIN1' - 0"1' - 0"8"2 MAX1(2) #5 CONT ALL SIDESw/ CORNER BARS ATSLAB CORNERS#5 AT 16" OC,ALL SIDES3'-0"2'-0"#5 AT 16" OC EA WAYMID-DEPTH OF SLAB3/4" CHAMFERSLAB REINF, SEEPLAN1' - 6"1' - 0"3'-0" MAXSEE ARCH(2) #5 CONT#4 AT 12" OC MAX, CONT#4 DWL AT 12" OC(1) #5 CONT#4 DWL AT 12" OC4'-0"SEE PLAN4" MIN8" SLAB DEPRESSIONSEE ARCH, 6" MAXSOG, SEE PLAN7" - 36"0" - 6"6"8"SEE PLANFFESEE PLANFFECLR1"PLANSEEPLANSEECONT 2x KEYWAYWATERSTOP, SEESPECSOG, SEE PLANw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S3.0.4FOUNDATION DETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PENOT TO SCALES3.0.41ESLAB ON GRADE CONSTRUCTION JOINT DETAILNOT TO SCALES3.0.43ESLAB ON GRADE CONTRACTION JOINT DETAILNOT TO SCALES3.0.44ECRACK CONTROL METHOD OF POURING SLAB ON GRADENOT TO SCALES3.0.41DCOLUMN ISOLATION JOINT DETAIL 3/4" = 1'-0"S3.0.46EMINIMUM SPACING FOR CONDUIT IN SLAB ON GRADE 3/4" = 1'-0"S3.0.46DEQUIPMENT HOUSEKEEPING PAD 3/4" = 1'-0"S3.0.41BINTERIOR COLUMN FOOTING DETAIL 3/4" = 1'-0"S3.0.44BTYPICAL COLUMN PIER ON FOOTING DETAIL 3/4" = 1'-0"S3.0.43ACONTINUOUS FOOTING CONSTRUCTION JOINT DETAILNOT TO SCALES3.0.44ATYPICAL FOOTING STEP DETAIL 3/4" = 1'-0"S3.0.44DEXTERIOR MECHANICAL EQUIPMENT PAD 3/4" = 1'-0"S3.0.43BDEPRESSED SLAB DETAILNO. REASON DATE
2' - 0"4"SEE PLAN#3 AT 24" OCNOTES:1.EXTEND THICKENED SLAB BETWEEN STAIR AND STRINGERS AND 1'-0" BEYOND EACH SIDE.(3) #4 CONTSLAB REINF,SEE PLANCLIP ANGLE AND ANCHORAGEBY STAIR SUPPLIERSTAIR STRINGER,SEE ARCH3' - 0"113' - 0"1BARS ON BOTH FACESSPLICE BARS SAME SIZE AND SPACINGAS HORIZ WALL REINFEXTEND HOOKS TO 2"FROM OUTISDE FACE3' - 0"33BARS ON ONE FACESPLICE BARS SAME SIZE AND SPACINGAS HORIZ WALL REINFEXTEND HOOKS TO 2"FROM OUTSIDE FACE2' - 0"2' - 6"2' - 6"22313' - 0"1233 BAR DIAMETER333 BAR DIAMETER + 1/2 OF WALL THICKNESS33 BAR DIAMETER + WALL THICKNESS LESS 2"SEE SECTIONS FOR PLACEMENT OF HORIZONTAL AND VERTICAL REINFORCING*DIMS SHOWN ARE FOR MIN LENGTHS#4WALL REINF, TYP#4#4WALL REINF, TYP3' - 0"3' - 0"3' - 0"1'-0" MINSTD HK1'-0" MINSTD HK1'-0" MINSTD HK1'-0" MINSTD HKOPTIONAL 2x4KEYWAY1LEVEL 1196' - 0"1' - 0"8"1' - 0"8"1' - 0"SEE PLANT/FTGVERIFY w/ ELEVATOR MFR4' - 0" MAX#6 AT 12" OC EWTOP AND BOTTCONT 2x4 KEYWAY, TYPSOG, SEE PLANSUMP PIT, SEECOORD LOCATIONw/ PLUMBING DWGSCONT 2x4 KEYWAY w/WATERSTOP(1) #4 CONTSEE ELEVATOR MFR DWGFOR ANGLE SIZE ANDLOCATION; BOLT TO WALLw/ 3/4"Ø EXP BOLTS AT 16"OC MAX#4 DWL AT 10" OC4'-0"2'-0"#5 AT 12" OC VERT#4 AT 12" OC HORIZ/6AS3.0.58"CMU w/ #5 AT 24" OCEMBED #5 24"8"1' - 0"2' - 0"8"8"UNO2' - 0" SQ8"#4 DWLS AT12" OC EW2'-8"8" 8"CONT 2x4KEYWAYCONTWATERSTOP6" MIN3" CLRSEE ARCHMIN1' - 0"SEE ARCH8"#3 NOSING BAR(2) #4 CONT#4 AT 12" OC EW(18" LAP MIN)PLANNOTES:1. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF OPENINGS.2. ADDITIONAL REINFORCEMENT IS NOT REQUIRED AT OPENINGS THAT DO NOT INTERRUPT THE TYPICALREINFORCEMENT.TYPLTSTYP6'-0" MAXFOR OPNGS GREATERTHAN 2'-0" PROVIDE (1)#4 x 4'-0" AT EACORNER OF OPNGSIDE BARS TO REPLACE AREAOF INTERRUPTED REINF, (1) #4MIN (1/2 ON EA SIDE OF OPNG);HOOK BARS WHEN OPNG ISLOCATED LESS THAN 2'-0"FROM EDGE OF SLAB2" CLRSOG, SEE PLANSEE FORREINF AROUND BOXESELEC BOX, SEE ELECFOR LOCATIONS11(3) #4 CONT#4 AT 24" OCSEE PLANFFE/1DS3.0.5Tx2Tx2TTSEE PLANL1 1/4x1 1/4x1/4 CONTw/ 3/8"Ø x 3" HD STUDS AT12" OC (HOT DIPPEDGALV AFTERATTACHING STUDS)SEE PLANT6"6"6"PLUMBINGSEE6"6"1" GALV WELDED STEELBAR GRATING w/ 3/16" x 1" BRGBARS AT 1 3/16" OC AND CROSSBARS AT 4" OC; PROVIDE 3/16" x1" CONT BANDING ALL EDGES#4 AT 12" OC(5) #4 CONT12"12"Tx22" CLRSOG, SEE PLAN1' - 0"8"1' - 1"(4) #5 CONT#4 x 1'-6" AT 36" OC MAXSEE PLANT/FTGEXT PAVING,SEE CIVILCLR1 1/2"#4 VERT AT 12" OC4"#4 HORIZ AT 12" OC(1) #4 CONTSLOPE SLAB AWAY FROMBLDG PER CIVILCONT GALV L3x3x1/4 w/1/2" x 6"Ø HD STUDSAT 16" OC8"#4 AT 18" OC48"28"NOTES:1.SEE ARCHITECTURAL DRAWINGS FOR HANDRAIL REQUIREMENTS.SEE PLANFFE1/2" PJF1' - 0"4' - 0"MIN3' - 0"SIZE AND REINFSEE FTG SCHD FORPROVIDE CONT 2x6 KEY FULL WIDTHOF WALL FTG OR PLACEMONOLITHICEXTEND WALL FTG REINF3'-0" MIN INTO COL FTGSEE PLANT/FTGEQTEQ2' - 0"1' - 0"JOINT REINF AT16" OC8" DEEP BOND BEAMw/ (1) #4 CONT,GROUT SOLID#4 AT 48" OC(3) #4 CONTVERT WALL REINF AT ENDSOF WALLS, EA SIDE OF WALLCJ, JAMBS AND AS FOLLOWS:8" CMU - #5 AT 24" OCNON-LOAD BEARING CMUWALL, SEE ARCHDWL VERT REINF TOTHICKENED SLABPLANSEESEE PLANFFEw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S3.0.5FOUNDATION DETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PE 3/4" = 1'-0"S3.0.53ETHICKENED SLAB AT STAIR STRINGER 3/4" = 1'-0"S3.0.54DWALL CORNER AND INTERSECTION DETAILS 3/4" = 1'-0"S3.0.53ASECTION AT ELEVATOR 3/4" = 1'-0"S3.0.56ASUMP PIT DETAIL 3/4" = 1'-0"S3.0.51ESECTION THRU STEPSNOT TO SCALES3.0.51DADDITIONAL SLAB ON GRADE REINFORCEMENT AT OPENINGS 3/4" = 1'-0"S3.0.53DTHICKENED SLAB ON GRADE AT ELECTRICAL BOX 3/4" = 1'-0"S3.0.51BTRENCH DETAIL 3/4" = 1'-0"S3.0.56BSECTION AT LOADING DOCK 3/4" = 1'-0"S3.0.53BWALL FOOTING INTERSECTION WITH COLUMN FOOTING 3/4" = 1'-0"S3.0.54BNON-LOAD BEARING CMU WALL ON THICKENED SLABNO. REASON DATE
SEE PLANT/FTGCLFINISH GRADE, SEE CIVILGROUT SOLID BELOW GRADEBRICK VENEER w/TIES, SEE ARCH#5 AT 12" OC, EF#5 AT 12" OC, EFCONT 2x4 KEYWAY#5 CONTDWLS w/ STD 90° HK TOMATCH VERT REINF SIZEAND SPACINGSOG, SEE PLANCONN BY SUPPLIER#4 AT 18" OCMETAL STUDS BYSUPPLIER, SEE ARCH48"28"MIN8"PRECAST CAP, SEE ARCH4" CMUSEE PLANEOS2' - 1"8"1' - 9"(4) #5 CONT, T&B#5 AT 12" OC, T&BCONT 2x4 KEYWAYCLR2"SEE PLANFFE1' - 0"8" CMU8"LAP2' - 0"NOTES:1.AT SIMILAR, METAL STUD IS 8" CMU w/ #5 AT 16" OC.LEVEL 1196' - 0"SEE PLANT/FTGCLFINISH GRADE, SEE CIVILGROUT SOLID BELOW GRADEBRICK VENEER w/TIES, SEE ARCH#4 AT 36" OC(3) #5 CONTCONT 2x4 KEYWAY11#5 CONT#4 DWL AT 36" OCC5x9 AT 4'-0", INFILL w/METAL STUDSPRECAST SILL, SEE ARCHCONN BY SUPPLIERSEE ARCHPRECAST CAP, SEE ARCH8" CMU BELOW GRADE,GROUT SOLIDMIN8"CURTAIN WALL, SEE ARCHEOS, SEE PLANSOG, SEE PLANNOTES:1. FOR DETAILS NOT NOTED, SEE ./6ES3.0.6CONT GALV L6x4x5/16 LLH3/16#4 AT 36" OC48"12"4" CMU1' - 0"1' - 2"10"SEE PLANT/FTGCLFINISH GRADE, SEE CIVILGROUT SOLID BELOW GRADEBRICK VENEER w/TIES, SEE ARCH#4 AT 36" OC(3) #5 CONTCONT 2x4 KEYWAY11#5 CONT#4 DWL AT 36" OCSOG, SEE PLANCONN BY SUPPLIER#4 AT 36" OCMETAL STUDS BYSUPPLIER, SEE ARCH48"12"MIN8"PRECAST CAP, SEE ARCH8" CMU BELOWGRADE, GROUT SOLIDSEE PLANEOS1' - 0"1' - 2"10"4" CMUSEE PLANFFELEVEL 1196' - 0"SEE PLANFFESTAIR STRINGERBY SUPPLIERSOG, SEE PLAN#4 AT 18" OC48"28"CONT 2x4 KEYWAYCONT 2x4 KEYWAYSOG, SEE PLANREINF, SEE PLAN1/2" PJF MATERIAL(4) #5 CONT#4 AT 36" OC8" CONC WALL#4 AT 12" EWSEE PLANT/FTGCONN BYSUPPLIER(2) #5 CONT1' - 0 1/2"8"1' - 0 1/2"1' - 0"8"LEVEL 1196' - 0"METAL STUDS BYSUPPLIER, SEE ARCHCONN BY SUPPLIERSOG, SEE PLAN#4 AT 18" OC48"28"CONT 2x4 KEYWAY8" CONC WALL#4 AT 12" EW#5 CONT8"NOTES:1. FOR DETAILS NOT NOTED, SEE ./1AS3.0.6LEVEL 1196' - 0"AEOS, SEE PLAN1' - 0"8"1' - 1"CURTAIN WALL,SEE ARCH3/8" PL, TYPEMBED PL 1/2x8x12 w/(4) 1/2"Ø x4" LG HDSTUDSC5x9 AT 4'-0", INFILL w/METAL STUDSCONN BY SUPPLIERSOG, SEE PLAN1/4 41/4 4PRECAST SILL,SEE ARCHCONT GALV L6x4x5/16 LLH3/163/16SEE PLANT/FTG8"1' - 0"2"4"2"2"8"2"NOTES:1. FOR DETAILS NOT NOTED, SEE ./1AS3.0.6EXT PAVING,SEE CIVIL1/2" PJF MATERIALMIN8"7/167/16CONT 2x4 KEYWAY(4) #5 CONT#4 AT 36" OC8" CONC WALL#4 AT 12" EW1/4 4.58" CMU BELOWGRADE, GROUTSOLIDPRECAST PANEL,SEE ARCHLEVEL 1196' - 0"1' - 6"1' - 0"SEE PLANFFE8"METAL STUDS BY SUPPLIER, SEE ARCHSOG, SEE PLANCONT 2x4 KEYWAY8" CONC WALL#4 AT 12" EWCONT 2x4 KEYWAY#4 AT 36" OC48"28"(2) #5 CONTSOG, SEE PLANREINF, SEE PLANLEVEL 1196' - 0"SEE PLANT/FTGBRICK VENEER w/ TIES,SEE ARCHPRECAST CAP, SEE ARCHFINISH GRADE, SEE CIVIL4" CMU8" CMU BELOW GRATE,GROUT SOLIDMETAL STUDS BYSUPPLIER, SEE ARCHPRECAST PANEL,SEE ARCHFTG, SEE/3ES3.0.6#5 CONTCONC TURNDOWNDWLS, SEECONN BY SUPPLIER/3ES3.0.6#4 AT 36"GROUT CONN BYSUPPLIERCONN BY SUPPLIERCOL FTG, SEE PLANAND SCHDLEVEL 1196' - 0"LGROUT CONN BYSUPPLIERCONN BY SUPPLIERSEE PLANT/FTGPRECAST PANEL,SEE ARCHCOL FTG, SEEPLAN AND SCHDVARIESLEVEL 1196' - 0"CLSEE PLANEOSCURTAIN WALL, SEE ARCHCONN BY SUPPLIERCONN BY SUPPLIERSOG, SEE PLANPRECAST CAP, SEE ARCH8" CMU BELOWGRADE, GROUT SOLIDMIN8"NOTES:1. FOR DETAILS NOT NOTED, SEE ./3ES3.0.6SEE PLANEOS7"10"7"SEE PLANT/FTGSEE PLANFFE#4 AT 36" OC(3) #5 CONTCONT 2x4 KEYWAY#5 CONT#4 DWL AT 36" OCSOG, SEE PLAN#4 AT 18" OC48"12"11EXT PAVING, SEE CIVILLAP2' - 6"EMBED2' - 0"1/2" PJF MATERIAL8 " CMU w/ #5 AT 16" OCCLLEVEL 1196' - 0"VSEE PLANEOSNOTES:1. FOR DETAILS NOT NOTED, SEE ./1AS3.0.68"#5 CONTSOG, SEE PLAN#4 AT 18" OC48"28"LAP2' - 6"EMBED2' - 0"8 " CMU w/ #5 AT 16" OC#4 AT 12" OC, EWCONT 2x4 KEYWAY8" CONC WALLw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S3.0.6FOUNDATION DETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PE 3/4" = 1'-0"S3.0.61ESECTION 3/4" = 1'-0"S3.0.64ESECTION 3/4" = 1'-0"S3.0.63ESECTION 3/4" = 1'-0"S3.0.61ASECTION 3/4" = 1'-0"S3.0.63CSECTION 3/4" = 1'-0"S3.0.66ESECTION 3/4" = 1'-0"S3.0.61CSECTION 3/4" = 1'-0"S3.0.64CSECTION 3/4" = 1'-0"S3.0.66CSECTION 3/4" = 1'-0"S3.0.63BSECTION 3/4" = 1'-0"S3.0.64ASECTION 3/4" = 1'-0"S3.0.66ASECTIONNO. REASON DATE
LEVEL 1196' - 0"11NOTES:1.FOR DETAILS NOT NOTED, SEE ./1ES3.0.6SEE PLANEOSPRECAST CAP, SEE ARCHBRICK VENEER w/TIES, SEE ARCH12" CONC WALLSOG, SEE PLANMETAL STUDS BYSUPPLIER, SEE ARCHWINDOW, SEE ARCHCONN BY SUPPLIERSILL BY SUPPLIERCONN BY SUPPLIER#4 AT 18" OC48"28"4" CMULEVEL 1196' - 0"11NOTES:1.FOR DETAILS NOT NOTED, SEE ./1ES3.0.6PRECAST CAP, SEE ARCHBRICK VENEER w/TIES, SEE ARCH12" CONC WALLSOG, SEE PLANMETAL STUDS BYSUPPLIER, SEE ARCHWINDOW, SEE ARCHCONN BY SUPPLIERSILL BY SUPPLIERCONN BY SUPPLIER#4 AT 18" OC48"28"8"SEE PLANEOS4" CMULEVEL 1196' - 0"SEE PLANT/FTGEXT PAVING, SEE CIVIL#4 AT 36" OC(3) #5 CONTCONT 2x4 KEYWAY11#5 CONT#4 DWL AT 36" OCSOG, SEE PLANCONN BY SUPPLIER#4 AT 18" OC48"12"1' - 0"1' - 2"10"CURTAIN WALL,SEE ARCH#4 x12" LG AT 18" OCDWL, SET IN ADH(EMBED = 6")NOTES:1.FOR DETAILS NOT NOTED, SEE ./3ES3.0.6CLSEE PLANEOSLEVEL 1196' - 0"ASEE PLANEOSNOTES:1.FOR DETAILS NOT NOTED, SEE ./1ES3.0.6PRECAST CAP, SEE ARCHBRICK VENEER w/TIES, SEE ARCH12" CONC WALLSOG, SEE PLANMETAL STUDS BYSUPPLIER, SEE ARCHCONN BY SUPPLIER#4 AT 18" OC48"28"PRECAST PANEL,SEE ARCHHSS POST, SEE PLANEMBED PL 1/2x8x12 w/ (4)1/2"Ø x4" LG HD STUDSATTACH PRECASTTO HSS POST BYSUPPLIER8" CMU BELOW GRADE,GROUT SOLIDFINISH GRADE,SEE CIVILMIN8"8"1' - 0"6"2"2"8"2"3/16LEVEL 1196' - 0"JJSEE PLANEOSFINISH GRADE, SEE CIVILGROUT SOLID BELOW GRADEBRICK VENEER w/TIES, SEE ARCH#4 AT 12" OC, EWCONT 2x4 KEYWAY#5 CONTSOG, SEE PLANCONN BY SUPPLIER#4 AT 18" OCMETAL STUDS BYSUPPLIER, SEE ARCH48"28"PRECAST CAP, SEE ARCH8" CMU BELOWGRADE, GROUT SOLIDCONT 2x4 KEYWAYSEE PLANT/FTG8"MIN8"NOTES:1. FOR DETAILS NOT NOTED, SEE .2. AT SIMILARE, METAL STUD AND BRICK REPLACED WITH CURTAIN WALL./1AS3.0.64" CMU1' - 1"8"1' - 0"1' - 0"JJ1' - 10"10"1' - 10"SEE PLANEOS1' - 0"SEE PLANFFESEE PLANT/FTG8" CMU, GROUT SOLIDBELOW GRADEFTG, SEE/1ES3.0.6TURNDOWN, SEE/3ES3.0.6FINISH GRADE, SEE CIVILGROUT SOLIDBELOW GRADEBRICK VENEER w/TIES, SEE ARCHPRECAST CAP, SEE ARCH4" CMU8" CMU w/ #5 AT 16" OC2' - 6" LAPEMBED2' - 0"11SOG, SEE PLANLEVEL 1196' - 0"SEE PLANT/FTGFINISH GRADE, SEE CIVILGROUT SOLID BELOW GRADEBRICK VENEER w/TIES, SEE ARCH#3 TIES AT 6" OC(6) #5 CONTCONT 2x4 KEYWAY11#5 CONT#4 DWL AT 36" OCC5x9 AT 4'-0", INFILL w/METAL STUDSPRECAST SILL, SEE ARCHCONN BY SUPPLIERSEE ARCHPRECAST CAP, SEE ARCH8" CMU BELOW GRADE,GROUT SOLIDMIN8"CURTAIN WALL, SEE ARCHSOG, SEE PLANCONT GALV L6x4x5/16 LLH3/16#4 AT 36" OC48"12"4" CMU1' - 0"1' - 2"10"AAEOS, SEE PLANNOTES:1.APPLY DETAIL ALONG GRID 'AA' BETWEEN GRIDS 'W' AND 'X'.w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S3.0.7FOUNDATION DETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PE 3/4" = 1'-0"S3.0.71ESECTION 3/4" = 1'-0"S3.0.73ESECTION 3/4" = 1'-0"S3.0.74ESECTION 3/4" = 1'-0"S3.0.76ESECTION 3/4" = 1'-0"S3.0.71DSECTION 3/4" = 1'-0"S3.0.73CSECTION 3/4" = 1'-0"S3.0.74CSECTIONNO. REASON DATE
CL(2) #3 CHAIR BARSBEAM, SEE PLANFLUTED PROFILEDECK CLOSURE PLAT HIGH FLUTES#3 x 6'-0" AT 1'-6" OCCTR OVER BEAMSEE PLANFFE1' - 6"1' - 6"MIN2"1"CLR3/4"WWF, SEE PLANSUPPORT ON CHAIRS1 1/2" CLR FROM T/SLAB#4 x 4'-0"L3x3x5/163/161/4TYPL3x3x5/16 x 0'-6" SHOPOR FIELD WELD ALLAROUND TO COL3/16 4BENT PL w/ HD STUDS, SEE SLABEDGE DETAIL (NORTH AT COL)#4 CORNER BARS3'-0"3'-0"#4 HK BARS, SEE EOS DETAILSEE PLAN AND ARCHEOSNOTES:1.SEE PLAN FOR MEMBER SIZES.2.FRAMING CONNECTION NOT SHOWN FOR CLARITY.3.SEE SLAB EDGE DETAILS FOR NOTES NOT SHOWN HERE.11HOOKED BARS, SEESLAB EDGE DETAIL#4 x 4'-0'' TOP, TYP3'-6''3'-6''1'-0''#4 TOPSEE PLAN AND ARCHEOSCONT REBAR, SEESLAB EDGE DETAILBENT PL w/ HD STUDS, SEE SLABEDGE DETAIL (NOTCH AT COL)3/16L3x3x5/16 x 0'-6'' SHOPOR FIELD WELD ALLAROUND TO COLCLPROVIDE W14x22 BELOW AT EA ENDOF W12 SUPPORT BEAM WHERE W12PARALLEL TO TYP FLOOR BEAMPROVIDE W12x16 (UNO) BELOW SLABFOR STAIR STRINGER SUPPORTSEE ARCH FOR LOCATION OF STAIRSAND STRINGERS; COORD REQDLOCATION OF SUPPORT BEAM w/STAIR CONTRACTORBEAM, SEE PLANCOMPOSITE SLAB, SEE PLANSEE PLANFFECLCOL ABOVE, SEE PLAN3/4" BASE PL w/ (4)3/4"Ø A325 BOLTS1/4STIFF PL EA SIDE,MATCH COL FLANGESBEAM, SEE PLANCLPLUMBING PENETRATION"A"≤6" PROVIDE POUR STOP PER SDI;"A">6" PROVIDE CONT 1/4" BENTPLATE (INTERIOR OPNGS, TYP)L3x3x1/4STEEL DECK, SEE NOTE 4MEMBERPERPENDICULARTO DECK SPAN (BEAM)SEE NOTE 8SCREED SUPPORTSTRAP AS REQD"A"≤6" PROVIDE POUR STOP PER SDI;"A">6" PROVIDE CONT 1/4" BENTPLATE (INTERIOR OPNGS, TYP)MEMBER PARALLEL TODECK SPAN (GIRDER)SEE NOTE 8HD STUDS SEENOTE 10.SEE NOTE 7CONT CHAIRSSUPPORTING WWFAT 4'-0" OC, EW6x6-W2.1xW2.1 WWFMEMBER PERPENDICULARTO DECK SPAN (BEAM)MEMBER PARALLEL TODECK SPAN (GIRDER)NOTES:1. THIS DETAIL APPLIES TO DECK SUPPORTED COMPOSITE SLABS, AS INDICATED ON PLANS.2. WELD DECK TO SUPPORTS PER FLOOR DECKING ATTACHMENT DETAIL.3. SUPPORT DECK AROUND COLUMNS WITH COLUMN CLOSURE. WHERE PLUMBING LINES ARE ADJACENT TO COLUMNS, PROVIDE ANGLES TO SUPPORTDECK PER PLUMBING PENETRATION DETAIL.4. MINIMUM STEEL DECK PROPERTIES: 2"-20 GAGE COMPOSITE DECK WITH Ip=0.409 in4/ft, In=0.406 in4/ft, Sp=0.341 in3/ft, Sn=0.346 in3/ft, AND Fy=50 ksi.5. COMPOSITE SLABS HAVE BEEN DESIGNED AS "UNSHORED CONSTRUCTION".6. DECK SHALL BE CONTINUOUS OVER (2) OR MORE SPANS, TYPICAL. IF A SINGLE SPAN CONDITION IS REQUIRED AND SUPPORT BEAM SPACINGEXCEEDS 8'-5", CONTRACTOR SHALL SHORE AREA.7. PROVIDE #4 AT 12" OC x6'-0" LONG TOP BARS CENTERED OVER ALL GIRDERS RUNNING PARALLEL TO DECK SPAN. PLACE BARS OVER WWF ANDPROVIDE 3/4" MINIMUM COVER. PROVIDE SUPPORT CHAIRS AT 4'-0" OC EACH WAY. ROTATE IF REQUIRED TO FIT IN SLAB THICKNESS.8. AT INTERIOR SLAB EDGES, PROVIDE #4 AT 12" OC x5'-0" LONG TOP BARS WITH STANDARD 180° HOOKS AT ONE END AS SHOWN WHERE DIMENSION "A"EXCEEDS 10". PROVIDE 3/4" MINIMUM COVER. DIMENSION "A" SHALL NOT EXCEED 2'-0" UNLESS SPECIFICALLY DETAILED OTHERWISE.9. THE CONTRACTOR SHALL ASSUME CONCRETE OVERAGES IN ELEVATED DECK POURS DUE TO MEMBER AND DECK DEFLECTIONS. UNLESS SHOWN ONPLANS, BEAMS ARE NOT CAMBERED. CONCRETE OVERAGES MAY BE CALCULATED BY THE CONTRACTOR FOR BEAM DEFLECTIONS EQUALING L/300INCLUDING ADDITIONAL DEFLECTIONS DUE TO PONDING AND DECK DEFLECTIONS PER SDI.10. STUDS SHALL BE 3/4"Ø x 4" LONG AFTER WELDING. UNIFORMSPACING PLANSTAGGEREDSPACING PLANSTUDS, WELDIN FIELDBEAM, SEE PLANNOTES:1. BEAM PARALLEL TO DECK CONDITION SHOWN. BEAMPERPENDICULAR TO DECK CONDITION IS SIMILAR.2. WHEN DOUBLE ROW OF STUDS IS REQUIRED, USE ASTAGGERED PATTERN IF SPACING PERMITS. SEE UNIFORM ANDSTAGGERED SPACING PLANS.3" MINMIN3"MIN2 1/4"MIN3"36" MAX4 1/2" MINCOVER1" MINCOVER1" MINBEAM SIZE (No) C=No#kNOTES:1. ALL STUDS SHALL BE FIELD WELDED TO CENTERLINE OF BEAMS, UNO.2. UNIFORM LAYOUT:A. METAL DECK IS PARALLEL WITH BEAM - UNIFORMLY SPACE ALL STUDS EQUALLYALONG THE ENTIRE LENGTH OF BEAM. FOLLOW MAXIMUM AND MINIMUM SPACING NOTED.B. METAL DECK IS PERPENDICULAR TO BEAM - TAKE THE TOTAL QUANTITY OF STUDS NOTEDAND COMPARE TO THE NUMBER OF RIBS IN THE DECK. IF THE QUANTITY IS LESS THANTHE NUMBER OF RIBS, THEN LOCATE ONE STUD IN EVERY OTHER RIB ALONG THE LENGTHOF THE BEAM. THEN, STARTING AT THE SECOND RIB FROM THE END AT BOTH ENDS OFTHE BEAM, LAYOUT THE REMAINING STUDS IN THE OPEN RIBS WORKING YOUR WAYTOWARD THE CENTER. YOU WILL END UP WITH A TIGHTER SPACING NEAR THE SUPPORTS.IF THE QUANTITY OF STUDS EXCEED THE NUMBER OF RIBS, THEN A DOUBLE ROW OFSTUDS WILL BE REQUIRED NEAR THE ENDS OF THE BEAM. LOCATE ONE STUD IN EACH RIBALONG THE LENGTH OF THE BEAM, KEEPING IN MIND THE CLEARANCES FOR A DOUBLESTUD INSTALLATION NEAR THE ENDS. THEN LOCATE THE ADDITIONAL STUDS STARTINGAT THE FIRST RIB FROM THE SUPPORT AS A DOUBLE STUD INSTALLATION, WORKINGYOUR WAY TOWARD THE CENTER FROM BOTH ENDS.3. NON-UNIFORM LAYOUT:A. METAL DECK IS PARALLEL WITH BEAM - UNIFORMLY SPACE THE NOTED QUANTITY OFSTUDS EQUALLY BETWEEN TWO FRAMING BEAMS OR CONCENTRATED LOADS BOUNDINGTHE AREA. FOLLOW MAXIMUM AND MINIMUM SPACINGS NOTED.B. METAL DECK IS PERPENDICULAR TO BEAM - FOLLOW THE SAME PROCEDURE NOTED INITEM 2.B. ABOVE. HOWEVER, THE LAYOUT OF THE STUDS FOR EACH QUANTITY ISLOCATED BETWEEN TWO FRAMING BEAMS OR CONCENTRATED LOADS BOUNDINGTHE AREA.4. "(No)" INDICATES NUMBER OF SHEAR STUDS REQUIRED FOR ENTIRE BEAM LENGTH IF ONLYONE QUANTITY IS NOTED. IF MULTIPLE QUANTITIES ARE NOTED, THEN NON-UNIFORMSPACING WILL BE REQUIRED.5. "#k" INDICATES BEAM DESIGN END REACTION IN KIPS (UNFACTORED LOADS). MINIMUMBEAM REACTION TO BE 10k, UNO.6. "C=No" INDICATES REQUIRED BEAM CAMBER IN INCHES.PLAN"A""A"1' - 0"SIDELAP CONNECTORS(3)#10-16 SCREWS PER BEAMSPACING, OR 36" MAXIMUMDECK SUPPORTS5/8"Ø PUDDLE WELD(36/4 PATTERN)FLOOR DECK ATTACHMENT DETAILFASTENING PATTERNCOMPOSITE TYPE,FINISH IS GALVANIZEDSTUD CLEARANCES AND SPACING36" MAX4 1/2" MINUNIFORMSPACING PLAN36" MAX4 1/2" MINSTUDS, WELDIN FIELDCOMPOSITESTEEL DECKBEAM, SEE PLANSTUD LAYOUT#kBEAM SIZE (No,No,No) C=No#k#kELEVATIONMAY REQUIRE TIGHTER SPACINGAT ENDS, SEE NOTE 2.B.SPACINGHD STUD SHEARCONNECTORSUNIFORM LAYOUTNON-UNIFORM LAYOUTBEAM ORCONCENTRATED LOAD,SEE PLANDEFINED LAYOUTAREA FOR NOTED QTYCOMPOSITE FLOOR CONSTRUCTION DETAILCONTRACTOR TO COORDREQD LOCATIONSDURING SHOP DRAWINGREVIEW AND PROVIDEDIMENSIONS TO STEELFABRICATORSEE NOTE 6COVER1" MIN1" MINMIN1 1/2"COMPOSITESTEEL DECK36" WIDTH3/16 2-12TYPTO WWF1 1/4" TYP3/16 2LEVEL 2214' - 0"CLBEAM, SEE PLANBRICK VENEER w/TIES, SEE ARCH(2) #5 CONT AROUNDPERIMETERSLIP CONN BYSUPPLIERMETAL STUDS BYSUPPLIER, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCH3/16 3-12CONT 1/4" BENT PLCONN BY SUPPLIERCOMPOSITE SLAB, SEE PLAN#4 x5'-0" LG w/ 180°HK AT 12" OCCLBEAM, SEE PLANCONT 1/4" BENT PLSEE PLANFFESEE PLANEOS(2) #5 CONTCOMPOSITE SLAB, SEE PLANDECK ORIENTATIONVARIES, SEE PLAN3/16 2-12EOS BTWN 0"-10"CLBEAM, SEE PLANCONT 1/4" BENT PL w/ 1/2"Ø x8" LG HD STUDS AT 12" OCMID DEPTH OF SLABSEE PLANFFESEE PLANEOS(2) #5 CONTCOMPOSITE SLAB, SEE PLANDECK ORIENTATIONVARIES, SEE PLAN#4 x5'-0" LG w/ 180° HK AT 12" OC3/16 2-12EOS BTWN 10"-16"CLBEAM, SEE PLANCONT 1/4" BENT PL w/1/2"Ø x 8" LG HD STUDSAT 12" OC MID DEPTHOF SLABSEE PLANFFESEE PLANEOS(2) #5 CONTCOMPOSITE SLAB, SEE PLANDECK ORIENTATIONVARIES, SEE PLAN#4 x5'-0" LG w/ 180° HK AT 12" OC3/16 2-12EOS 16" AND GREATER1/4" STIFFENERS AT 24" OCGIRDER, SEE PLANCOMPOSITE SLAB, SEE PLANL (SPACING)CLCLL/3 (4'-0'' MIN)GIRDER REINFWWF, SEE PLAN; SUPPORT ONCHAIRS 1 1/2" CLR FROM T/SLAB#4 x4'-0" AT 16" OC ATMID-DEPTH OF SLAB AT CJSLAB CJ LOCATION (IF REQD)SEE PLANFFEPLANSEECONSTRUCTION JOINT PARALLEL TO DECKS (BEAM SPACING)S/2 (3'-6'' MIN)#4 x4'-0" AT 16" OC AT MID-DEPTH OF SLAB AT CJBEAM, SEE PLANSLAB CJ LOCATION (IF REQD)WWF, SEE PLANSUPPORT ON CHAIRS1 1/2" CLR FROM T/ SLABCLCLCOMPOSITE SLAB, SEE PLANPLANSEESEE PLANFFECONSTRUCTION JOINT PERPENDICULAR TO DECKNOTES:1. DO NOT PROVIDE CJ WHEN S < 7'-0".w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S3.1.1FLOOR FRAMINGDETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PE 3/4" = 1'-0"S3.1.16DDETAIL AT DECK DISCONTINUITYNOT TO SCALES3.1.14EPLAN OF SLAB CORNER AT COLUMNNOT TO SCALES3.1.16EPLAN AT SLAB EDGE REINFORCEMENT 3/4" = 1'-0"S3.1.14DTYPICAL STAIR SUPPORT DETAILNOT TO SCALES3.1.14BSTUB COLUMN BEARING DETAIL 3/4" = 1'-0"S3.1.11BTYPICAL COMPOSITE SLAB DETAILS 3/4" = 1'-0"S3.1.16BSECTION 3/4" = 1'-0"S3.1.12ATYPICAL REINFROCED SLAB EDGENOT TO SCALES3.1.15ASLAB DETAIL AT GIRDERNO. REASON DATE
NOTES:1. PROVIDE CHANNEL FRAMING AROUND ALL DUCTPENETRATIONS, CHASES, ELECTRICAL BOXES, PLUMBINGPIPES, AND OTHER OPENINGS IN SLABS, FOR OPENINGSLARGER THAN 2'-0"x2'-0" (OR 24"Ø).2. OPENINGS THAT ARE SPACED CLOSER THAN (2) TIMES THEOPENING SIZE SHALL BE CONSIDERED ONE OPENING.3. MINIMUM CLEAR DISTANCE BETWEEN OPENINGS IS 1'-0".4. OPENINGS GREATER THAN 2'-0" NOT SHOWN ON STRUCTURALDRAWINGS REQUIRE APPROVAL BY THE ENGINEER OFRECORD.NOTES:1. PROVIDE REINFORCING AROUND ALL DUCT PENETRATIONS, CHASES,ELECTRICAL BOXES, PLUMBING PIPES, AND OTHER OPENINGS INSLABS, FOR OPENINGS FROM 10"x10" (OR 10"Ø) TO 2'-0"x2'-0" (OR24"Ø).2. OPENINGS THAT ARE SPACED CLOSER THAN (2) TIMES THE OPENINGSIZE SHALL BE CONSIDERED ONE OPENING.3. MINIMUM CLEAR DISTANCE BETWEEN OPENINGS IS 2'-0".4. ALL OPENINGS 10" TO 2'-0" MAY NOT BE SHOWN ON STRUCTURALDRAWINGS.5. OPENINGS GREATER THAN 2'-0" NOT SHOWN ON STRUCTURALDRAWINGS REQUIRE APPROVAL BY THE ENGINEER OF RECORD.#4 EA SIDEOF OPNGOPNG SIZE ASREQD;CONTRACTORTO FURNISHSIZE &LOCATION, UNOC8x11.5C8x11.5C8x11.5C8x11.518GA POUR STOP;WELD TOCHANNELSOPENINGS2'-0" TO 4'-0"OPENINGS10" TO 2'-0"RECESSED FLOOR BOX#4 EA SIDE OF FLOOR BOXPER OPNG DETAILCONTRACTOR TO COORDSIZE & LOCATION OF ALLRECESSED BOXES; FOLLOWSPACING REQUIREMENTS ASNOTED PER OPNG DETAIL20 GA PLCUT FLOORDECK AS REQDFOR RECESSEDFLOOR BOX(2) #12 SCREWSEA SIDE AT EAFLUTE AND AT 6"OC, MAX2'-0" MAXTYP1'-6" MIN2' - 0" MAX4'-0" MAXBEAM, SEE PLANOPNG SIZE AS REQD;CONTRACTOR TOFURNISH SIZE &LOCATION, UNOL6x4x5/16 WELDED TOFLOOR BEAM, TYP(2) 3/4"Ø A325BOLTS IN EACHANNEL6"6"10'-0" MAXSEE PLAN3/16TYPLEVEL 2214' - 0"SEE PLANEOSCLBEAM, SEE PLANCOMPOSITE SLAB, SEE PLANFOR REINF SLAB EDGECONN, SEE/6BS3.1.1STAIR STRINGER BY SUPPLIER,CONNECT TO BEAMLEVEL 2214' - 0"BEAM, SEE PLANCOMPOSITE SLAB, SEE PLANCURTAIN WALL,SEE ARCHBRICK VENEER w/TIES, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCHDEFL TRACK BYSUPPLIERCONN BYSUPPLIERPRECAST CAP,SEE ARCHFOR REINF SLAB EDGE, SEE/6BS3.1.1CLSEE PLANEOSLEVEL 2214' - 0"11PRECAST PANEL,SEE ARCHDEFL TRACK BYSUPPLIERBEAM, SEE PLANMETAL STUDS BYSUPPLIER, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCHCONN BY SUPPLIERCOMPOSITE SLAB, SEE PLANEOS, SEE PLANFOR CONN SEE/1AS3.1.2WIND POST, SEE PLANFOR REINF SLAB EDGE, SEE/6BS3.1.1DECK ORIENTATIONVARIES, SEE PLANLEVEL 2214' - 0"BEAM, SEE PLANCOMPOSITE SLAB, SEE PLANSEE PLANEOSHORIZ WIND SLIPCONN ONLY BYSUPPLIERFOR REINF SLABEDGE, SEE/6BS3.1.1CURTAIN WALL,SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCHDECK ORIENTATIONVARIES, SEE PLANCLLEVEL 2214' - 0"ABEAM, SEE PLANBRICK VENEER w/TIES, SEE ARCH(2) #5 CONT AROUNDPERIMETERDEFL TRACK BYSUPPLIERMETAL STUDS BYSUPPLIER, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCHCONN BY SUPPLIERCOMPOSITE SLAB, SEE PLANFOR REINF SLAB EDGE, SEESEE PLANEOS/6ES3.1.2LEVEL 2214' - 0"BEAM, SEE PLANCOMPOSITE SLAB, SEE PLANCURTAIN WALL,SEE ARCH(2) #5 CONT AROUNDPERIMETERSEE PLANEOSFOR REINF SLAB EDGE, SEE/6ES3.1.2HORIZ WIND SLIPCONN ONLY BYSUPPLIERDECK ORIENTATIONVARIES, SEE PLANCLAPRECAST PANEL,SEE ARCHWIND POST, SEEPLANCONN BYSUPPLIER3/4"Ø A325 THRUBOLT IN VERTSLOTTED HOLEBEAM, SEE PLAN1/43/8" PL ES OFWIND POSTLEVEL 2214' - 0"CURTAIN WALL,SEE ARCHHORIZ WIND SLIPCONN ONLY BYSUPPLIERBEAM, SEE PLAN1/43/8" PL ES OFWIND POST?LEVEL 2214' - 0"ASEE PLANEOSEOS6"1" EJEOS5"CLBEAM, SEE PLANBRICK VENEER w/TIES, SEE ARCH(2) #5 CONT AROUNDPERIMETERDEFL TRACK BYSUPPLIERMETAL STUDS BYSUPPLIER, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCHCONN BY SUPPLIERCOMPOSITE SLAB, SEE PLAN3-123-12CONT POUR STOP BY SUPPLIER1/4" STIFFENER AT 24" OC(3) #5 CONTCONT 1/4" BENT PL w/ 1/2"Øx6" LG HD STUD AT 12" OC, ESLEVEL 2214' - 0"1COMPOSITE SLAB, SEE PLAN(2) #5 CONT AROUNDPERIMETERCURTAIN WALL,SEE ARCHSEE PLANEOSEOS6"1" EJ5" EOSBEAM, SEE PLANCLCURTAIN WALLMULLIONHORIZ WIND SLIPCONN ONLY BYSUPPLIER(3) #5 CONTCONT POUR STOP BYSUPPLIERWWF3-123-12CONT 1/4" BENT PL w/ 1/2"Øx6" LG HD STUDS AT 12" OC,ES STAGGEREDLEVEL 2214' - 0"AAVENEER w/ TIES,SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCHBEAM, SEE PLANCURTAIN WALL,SEE ARCHCOMPOSITE SLAB,SEE PLANFOR REINF SLABEDGE, SEE/6BS3.1.1HORIZ WIND SLIPCONN ONLY BYSUPPLIERSEE PLANEOSCONN BY SUPPLIERHSS4x2x1/4 AT 4'-0" OC,FILL w/ INSULATION,SEE ARCHCONT GALVL6x4x5/16 LLH1/41/4LEVEL 2214' - 0"AA3/16 3-12COMPOSITE SLAB, SEE PLANBEAM, SEE PLANWIND POST, SEE PLANSEE FORCONNMETAL STUDS BYSUPPLIER, SEE ARCHPRECAST PANEL,SEE ARCH/1AS3.1.2FOR REINF SLABEDGE, SEE/6BS3.1.1METAL STUDS BYSUPPLIER, SEE ARCHSEE PLANEOSLEVEL 2214' - 0"1SEE PLANEOSEOS6"1" EJEOS5"CL/1AS3.1.2PRECAST PANEL,SEE ARCHWIND POST, SEEPLANBEAM, SEE PLAN1/4" STIFFENERAT 24" OCMETAL STUDS BYSUPPLIER, SEE ARCHCONN BY SUPPLIERSLIP CONN BYSUPPLIERCOMPOSITE SLAB, SEE PLAN(2) #5 CONT AROUND PERIMETERCONT 1/4" BENT PL w/ 1/2"Ø x6"LG HD STUD AT 12" OC, ESCONT POUR STOP(3) #5 CONT3-123-12FOR CONN, SEEAPRECAST PANEL, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCHBOX HEADER FRAME INTOFIN NOT SHOWN FORCLARITYCONN BY SUPPLIERPL ES OF FINWIND POST, SEE PLANHSS BEAM, SEE PLANHSS FIN w/ 1/4" CAP PLFOR CONN, SEE/1AS3.1.23/163/16SLIP CONN BY SUPPLIERw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S3.1.2FLOOR FRAMINGDETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PE 3/4" = 1'-0"S3.1.21ETYPICAL FRAMING AROUND SLAB OPENINGS 3/4" = 1'-0"S3.1.24ESECTION 3/4" = 1'-0"S3.1.21DSECTION 3/4" = 1'-0"S3.1.24DSECTION 3/4" = 1'-0"S3.1.26DSECTION 3/4" = 1'-0"S3.1.21BSECTION 3/4" = 1'-0"S3.1.23BSECTION 3/4" = 1'-0"S3.1.21ASECTION 3/4" = 1'-0"S3.1.23ASECTION 3/4" = 1'-0"S3.1.24ASECTION 3/4" = 1'-0"S3.1.26ASECTION 3/4" = 1'-0"S3.1.26BSECTION 3/4" = 1'-0"S3.1.23DSECTION 3/4" = 1'-0"S3.1.26ESECTION 3/4" = 1'-0"S3.1.24BSECTIONNO. REASON DATE
LEVEL 2214' - 0"BBSEE PLANEOSBEAM, SEE PLANCOMPOSITE SLAB, SEE PLAN3/16 3-12(2) #5 CONT AROUNDPERIMETERCONN BY SUPPLIERCONN BY SUPPLIERFOR RENF SLAB EDGESEE/2AS3.1.1LEVEL 2214' - 0"XX.8SEE PLANSEE PLANEOSBEAM, SEE PLANCOMPOSITE SLAB, SEE PLAN(2) #5 CONT AROUNDPERIMETERCONN BY SUPPLIER3/16 3-12CURTAIN WALL,SEE ARCHFOR RENF SLABEDGE SEEMETAL STUDS BYSUPPLIER, SEE ARCHSELF SUPPORTING PRECASTBEAM, SEE PLANCANTILEVER METALSTUDS, NO KICKERSALLOWED IN METALSTUD SUPPORTSLIP CONN BY SUPPLIERSTOREFRONT, SEE ARCHCONN BY SUPPLIER/2AS3.1.1RIGID CONN,BY SUPPLIERCANTILEVERCURTAIN WALLBELOW SLABADDL REINF PER/1ES3.1.2LEVEL 2214' - 0"12BRICK VENEER w/ TIES, SEE ARCHROOFING, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCHBEAM, SEE PLANBEAM, SEE PLANCOMPOSITE SLAB,SEE PLANCONC CURB, SEE/3ES3.1.3CONN BY SUPPLIERFOC2' - 0"S1 EOS6"CONSTRUCTION JOINT,SEE/5AS3.1.1LEVEL 2214' - 0"TROOFING, SEE ARCHBRICK VENEER w/ TIES, SEE ARCHCOMPOSITESLAB, SEE PLANCONN BYSUPPLIER, TYPMETAL STUDS BYSUPPLIER, SEE ARCHBEAM, SEE PLANBEAM, SEE PLAN1' - 0"1' - 2 5/8"(2) #5 CONT, EF#3 DWL AT 12" OC, EFCONN BY SUPPLIERFOC1' - 8 3/4"CONSTRUCTION JOINT,SEE/5AS3.1.1S1 EOS6"8" DEEP BOND BEAMw/ (2) #5 CONT8" CMU; FOR REINF,SEE/4AS3.0.6L4x4x1/4, ES3/163/16LEVEL 2214' - 0"7METAL STUDS BYSUPPLIER, SEE ARCHBEAM, SEE PLANCOMPOSITESLAB, SEE PLANSTAIRSEE PLANEOSMETAL STUDS BYSUPPLIER, SEE ARCHFOR REINF SLABEDGE, SEE/2AS3.1.1LEVEL 2214' - 0"CLSTAIRS, SEE ARCHBEAM, SEE PLANCOMPOSITESLAB, SEE PLANFOR REINF SLAB EDGE, SEE/2AS3.1.1HSS12x2 STRINGER,BY STAIR SUPPLIERCONN TO BEAM BYSTAIR SUPPLIERSEE PLANEOSEND PL BY STAIR SUPPLIERLEVEL 2214' - 0"RAILING, SEE ARCHCONN BY SUPPLIERCLBEAM, SEE PLANCOMPOSITE SLAB, SEE PLANSEE PLANEOSCONT 1/4" BENT PLw/ 1/2"Ø x6" LG HDSTUDS AT 18" OCLEVEL 2214' - 0"CLCOMPOSITE SLAB, SEE PLANCEILING, SEE ARCHFOR SLAB REINF, SEEMETAL STUDS BY SUPPLIER, SEE ARCH/2AS3.1.1BEAM, SEE PLANBEAM, SEE PLANBRICK VENEER w/TIES, SEE ARCHL4x4x1/43/8" PL3/16 43/16 4TYPC5x9 AT 4'-0" OC, INFILLw/ METAL STUDSCONN BY SUPPLIERHSS4x2x1/4 AT 4'-0" OC,FILL w/ INSULATION,SEE ARCHCONT GALVL6x4x5/16 LLH1/41/4SEE ARCHB/STEEL3/163/16SEE PLANEOSLEVEL 2214' - 0"ELEVATORBEAM, SEE PLANCOMPOSITE SLAB,SEE PLANSEE PLANEOS1" EJCLDECK ORIENTATIONVARIES, SEE PLAN8" CMU, FOR REINF,SEE/3AS3.0.5CONT POUR STOPBY SUPPLIERMETAL STUDS BYSUPPLIER, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCHLEVEL 2214' - 0"ELEVATOREJ1"SEE PLANEOSCLBEAM, SEE PLANCOMPOSITE SLAB,SEE PLAN8" CMU, FOR REINF,SEE/3AS3.0.5DIVIDER BEAM, SEE PLAN3/166"8" DEEP BOND BEAM w/ (2) #5 CONTL6x4x5/16, ES w/ (2) 1/2"ØEXP BOLTS EMBED = 3 1/2"SEE PLANT/STEELCONT POUR STOP BY SUPPLIERLEVEL 2214' - 0"ELEVATORCLBEAM, SEE PLANCOMPOSITE SLAB,SEE PLANSEE PLANEOSFOR SLAB REINF,SEE/2AS3.1.18" DEEP BOND BEAMw/ (2) #5 CONT8" CMU, FOR REINF,SEE/3AS3.0.5SEE ELEVATOR MFR FORANGLE SIZE AND LOCATION,FIELD WELD TO BENT PLMETAL STUDS BYSUPPLIER, SEE ARCHSLIP CONN BY SUPPLIERLEVEL 3231' - 2 1/2"CCSEE PLANFFESEE PLANEODSEE PLANEOSBEAM, SEE PLANROOF DECK, SEE PLANROOFING, SEE ARCHCOMPOSITE SLAB, SEE PLANBEAM, SEE PLANBEAMS NOT SHOWN FOR CLARITYS3.2.31AL4x4x1/4 KICKERJOIST, SEE PLANL4x4x1/4 HANGERS ES3/8" STIFFENERS ES3/16 43/16 4EE1/41/43/8" PL3/16 53/16 53/16 103/16 10OH1/4" BENT PLw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S3.1.3FLOOR FRAMINGDETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PE 3/4" = 1'-0"S3.1.31CSECTION 3/4" = 1'-0"S3.1.33CSECTION 3/4" = 1'-0"S3.1.31ESECTION 3/4" = 1'-0"S3.1.33ESECTION 3/4" = 1'-0"S3.1.34ESECTION 3/4" = 1'-0"S3.1.36ESECTION 3/4" = 1'-0"S3.1.34CSECTION 3/4" = 1'-0"S3.1.36CSECTION 3/4" = 1'-0"S3.1.33ASECTION 3/4" = 1'-0"S3.1.35ASECTION 3/4" = 1'-0"S3.1.36ASECTION AT ELEVATOR DOOR THRESHOLD 3/4" = 1'-0"S3.1.31ASECTIONNO. REASON DATE
LEVEL 2214' - 0"6EOS6"1" EJEOS5"CLBEAM, SEE PLANBEAM, SEE PLANCOMPOSITE SLAB,SEE PLANCOMPOSITE SLAB, SEE PLAN(2) #5 CONT AROUND PERIMETERCONT POUR STOPBY SUPPLIERLEVEL 2214' - 0"CEOS6"1" EJEOS5"BEAM, SEE PLANBEAM, SEE PLANCOMPOSITE SLAB,SEE PLANCOMPOSITE SLAB, SEE PLAN(2) #5 CONT AROUNDPERIMETERCONT POUR STOPBY SUPPLIERDEFL TRACK BY SUPPLIERCONN BY SUPPLIERMETAL STUDS BYSUPPLIER, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCHCLCOL, SEE PLANAND SCHDSTAIR LANDING BY STAIR SUPPLIERSEE ARCHVARIESL5x5x3/8 x6" LG CONN ANGLE w/(2) 3/4"Ø A325 TC BOLTS3/8"x6" CONN PL1 1/2"3"1 1/2"3/16BEAM, SEE PLANCL#3 CLEVIS1"Ø ROD THREADED ON EA END#3 CLEVISPL 1/2"x6"STAIR LANDING BY STAIR SUPPLIERPL 1/2"x4"x0'-4"LEVEL 2214' - 0"COMPOSITE SLAB, SEE PLAN(2) #5 CONT AROUNDPERIMETERBEAM,SEE PLANCURTAIN WALLCANTILEVERSBELOW SLABFOR REINF SLAB EDGE, SEE1/2"3"/2AS3.1.1L4x3x1/4HANGERBEAM, SEE PLANCONT GALVL3x3x3/16ROOFING, SEE ARCHROOF DECK,SEE PLANSEE PLANT/STEELCONT GALV 3/16"BENT PL1/4" PL, TYP3/16 43/16 4TYP11L4x4x1/4 AT EA BEAMCEILING, SEE ARCHSTOREFRONT, SEE ARCHCONT L4x3x1/4 LLVCURTAIN WALL,SEE ARCHGRAVITY ANDWIND CONN BYSUPPLIERBEAM, SEE PLAN3/16 2-12SLIP CONN BYSUPPLIERBRACE BEYONDCLSEE PLANEOSMETAL STUDS BYSUPPLIER, SEE ARCHLEVEL 2214' - 0"ZSEE PLANEOSBEAM, SEE PLANCOMPOSITE SLAB, SEE PLAN#4 x5'-0" LG w/ 180° HK AT 12" OC(2) #5 CONT AROUNDPERIMETERCURTAIN WALL,SEE ARCHCURTAIN WALL,SEE ARCHCLBEAM, SEEPLANROOF DECK, SEE PLANSEE PLAN13' - 6"T/STEELT/STEELSLIP CONN BY SUPPLIERCURTAIN WALLCANTILEVERS BELOW SLABGRAVITY AND WIND CONNBY SUPPLIERBEAM, SEE PLANNOTES:1. FOR DETAILS NOT NOTED, SEE ./1CS3.1.4SEE PLANEOD13' - 2"DROP IN L6x4x3/8 LLVAT BEAM SPACING21W6x15 BRACEMETAL STUDS BYSUPPLIER, SEE ARCHSTD SHEAR CONNCONT 3/16"BENT PLLEVEL 2214' - 0"JJHH.52' - 0"SEE PLANEOSROOFING, SEE ARCHCOMPOSITE SLAB, SEE PLANFOR REINF SLABEDGE, SEE /6BS3.1.1BEAM, SEE PLANBRICK VENEER w/TIES, SEE ARCH8" CMU; FOR REINF, SEE/3CS3.0.73/16 33/16 31/4" PL, TYPL3x3x1/4 AT EA CMU CONNBEAM, SEE PLAN8" DEEP BONDBEAM w/ (2) #5 CONTL8x6x7/16 LLH x12" LG w/(2) 1/2"Ø EXP BOLTS w/WASHER IN OVERSIZEDHOLE; ONE ANCHORPER MASONRY CELL;EMBED = 3 1/2" SPACEDAT 3'-4" OCBEAM, SEE PLAN3/16 1-6LEVEL 2214' - 0"RROOFING, SEE ARCHCOMPOSITE SLAB, SEE PLANFOR REINF SLABEDGE, SEE /6BS3.1.1BRICK VENEER w/TIES, SEE ARCH8" CMU; FOR REINF, SEE/3CS3.0.71/4" PL, TYPL3x3x1/4 AT EA CMU CONN8" DEEP BONDBEAM w/ (2) #5 CONTFOR CONN, SEEBEAM, SEE PLAN/1AS3.1.4SEE PLANEOS12L6x4x5/16 x12" LG w/ (2) 1/2"ØEXP BOLTS EMBED = 3 1/2"LEVEL 2214' - 0"GGBRACE AT EA CMU ATTACHMENT,SEE/3AS3.1.4COMPOSITE SLAB, SEE PLANHSS3x3x1/4 AT 4'-0" OCL3x3x1/4 x6" LG, ES8" CMU; FOR REINF, SEE/4BS3.0.58" DEEP BOND BEAMw/ (2) #5 CONTBEAM, SEE PLAN3/163/16TYPw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S3.1.4FLOOR FRAMINGDETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PE 3/4" = 1'-0"S3.1.41ESECTION 3/4" = 1'-0"S3.1.43ESECTION 3/4" = 1'-0"S3.1.44ESECTION 3/4" = 1'-0"S3.1.46DSECTION 3/4" = 1'-0"S3.1.41CSECTION 3/4" = 1'-0"S3.1.44CSECTION 3/4" = 1'-0"S3.1.41ASECTION 3/4" = 1'-0"S3.1.43ASECTION 3/4" = 1'-0"S3.1.44ASECTIONNO. REASON DATE
SEE ARCHFFESEE ARCHFFESEE PLANFFESEE ARCHSPACING6'-0" MAX3 5/8" STUD BRACE ATNEXT STUD BEYOND1/2"Ø ADH ANCHORAT STUD BRACE(EMBED = 2 1/8")3 5/8" 16 GA STUDBRACE, SEE PLAN FORLOCATIONS3 5/8" 16 GA STUDWALL, TYPNOTES:1. WHEN HEIGHT EXCEEDS 6'-0", ADD SECOND TIER OF BRACING SEPARATED WITH A HORIZONTAL 3 5/8" 16 GA STUD.NON-COMPOSITE DECK ,SEE/3ES3.1.5COMPOSITE SLAB,SEE PLANSEE PLANFFESEE PLANFFELT GA METAL TRACKCONT L3 1/2x31/2x1/4OTHER SIDELT GA METALTRACK3 5/8" 16 GA STUDAT 16" OC3 5/8" 16 GA STUD w/ (2) #10 SCREWS EA STUD,ONE PER WALLNON-COMPOSITE DECK ,SEE/3ES3.1.5COMPOSITESLAB, SEE PLAN4"CONT L3 1/2x3 1/2x1/4w/ #10 TEK SCREWS#3 CONT4"#3 NOSING BAR, TYPSEE ARCHRISER EL VARIES4"3"NORMAL WT CONC w/WWF 6x6xW1.4xW1.4SEE ARCH FORLOCATION AND SIZE OFSTEPS ON RISERS#3 x7" LG AT 12" OC MIN (3)PER STEP; EPOXY INTORISER (EMBED = 1 1/2")RIGIDINSULATION362S162-54 AT16" OC, Fy = 50ksiBRIDGINGAT 48" OCNON-COMPOSITE DECK ,SEE/3ES3.1.5SEE ARCHRISER EL VARIES4"4"4"CONT 16 GA TRACK, TYPX-ZF PINS AT 32" OCOR APPROVED EQ(EMBED 1 1/2")#10 SCREWS AT12" OC, TYP#3 CONTS3 = 1" 20 GA NON-COMPOSITE SLAB w/ 3"MIN NW CONC AND 4x4x-W2.9xW2.9 WWF, 4"TOTAL THICKNESS; MIN PROPERTIES:Ip = 0.088 in /ft; In = 0.088 in /ftSp = 0.167 in /ft; Sn = 0.165 in /ftFy = 60 PSICONT L3 1/2x3 1/2x1/4w/ #10 TEK SCREWS362S162-54 AT16" OC, Fy = 50ksi#3 CONTBRIDGING AT 48" OC4 43 3TYP4"W10x15 UNDER EA LOADBRG WALL, SEE PLAN1DS3.1.5COMPOSITE SLAB, SEE PLANW11' - 6"4' - 0"4' - 6"/3ES3.1.5EOS4"CLCLNON-COMPOSITESLAB, SEEBEAM, SEE PLANBEAM, SEE PLANBEAM, SEE PLANCLCOMPOSITE, SEE PLANCONN BY SUPPLIERWT4x7.5 AT 4'-0" OCCONT L5x5x5/16CONT L5x5x5/16WT4x7.5 AT 4'-0" OC1/4" PLL4x4x1/4 HANGER, ESCONT 1/4" BENT PLJOIST, SEE PLANROOF DECK, SEE PLANROOFING, SEE ARCHS3.1.53EMETAL STUDS BYSUPPLIER, SEE ARCH3/163/16TYPLOAD BRG METAL STUD600S162-54 AT 16" OCRIGID INSULATIONS3.2.33A3/163/16L4x4x1/4 KICKER11LEVEL 3231' - 2 1/2"SEE PLANFFECLCLCLBEAM, SEE PLANJOIST, SEE PLANROOF DECK, SEE PLAN3/16TYPBEAM, SEE PLANSEE PLANEOSHANGERSBRACING,SEE PLANCOMPOSITE SLAB,SEE PLANw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S3.1.5FLOOR FRAMINGDETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PE 1 1/2" = 1'-0"S3.1.51EDETAIL 3/4" = 1'-0"S3.1.51DDETAIL 3/4" = 1'-0"S3.1.56EDETAIL 3/4" = 1'-0"S3.1.53EDETAIL 3/4" = 1'-0"S3.1.53BSECTION 3/4" = 1'-0"S3.1.51BSECTIONNO. REASON DATE
DECK SPANSIDE LAP CONNECTORSPER JOIST SPACINGCOVERAGEWELD AT 6" OC ALG EDGE OFDIAPHRAGMWELD PATTERN AT SUPPORTSWELD PATTERNDECKING ATTACHMENTDECK TYPE.........BDECK GUAGE......22 GADECK FINISH.......GALVANIZEDPROVIDE 36/5 WELD PATTERN AT ALLSUPPORTS AND AT ENDS WITH 5/8"ØPUDDLE WELDSPROVIDE (4) SIDELAP CONNECTORS PER DECKSPAN BETWEEN SUPPORTS WITH #12 TEKSCREWS36/71 1/2"36'' COVERAGE4" MAXANGLE PER DETAILS,L3x3x1/4 MINPL 1/2"x1 1/2"6" MIN6" MINELEVATION1/4 41/4 4TYPSECTIONNOTES:1. APPLIES TO ALL JOINTS IN PERIMETER ANGLE AT ROOF, UNO. 3'' FROM PANEL POINTPROVIDE REINFORCING ANGLEWHERE LOAD IS GREATER THAN3'' FROM PANEL POINTPROVIDE REINFORCING ANGLEWHERE LOAD IS GREATER THANCONCENTRATED LOADAPPLIED TO TOP CHORDCONCENTRATED LOADAPPLIED TO BOTT CHORDL2x2x3/16 JOIST WEBREINFORCING FROMLOAD POINT TO PANELPOINT ON OPPOSITECHORD1/8 2TYPROOF DECK, WELD TOJOISTS AND HSSHSS3 1/2x2 1/2x3/16LSH, WELD TO BEAMBEAM, SEE PLANJOIST, SEE PLANCL2-122-12NOTES:1.NO PERPENDICULAR ROOF DECK AT SIMILAR.BEAM, SEE PLANJOIST, SEE PLANMETAL ROOFDECK, SEE PLAN1/8 21/8 2EA JOISTSEE PLANJBENOTES:1. PROVIDE ERECTION BOLTS FOR JOISTS GREATER THAN 40'-0" PER OSHA.CL1/8"1/8"OFFSET JOISTS TOPROVIDE REQD BRGAASEE PLANEODROOF DECK, SEE PLANROOFING, SEE ARCHSEE ARCHT/PARAPETSEE ARCHT/STEELBEAM, SEE PLANJOIST, SEE PLANBRICK VENEER w/TIES, SEE ARCHMETAL STUDS BY SUPPLIER, SEE ARCHSLIP CONN BY SUPPLIERCONT 3/16" BENT PLPRECAST, SEE ARCHBRICK VENEER w/TIES, SEE ARCHPRECAST CAP, SEE ARCH3/16 2-12ABEAM, SEE PLANLT GA TRUSS,SEE PLANPRECAST PANEL, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCHCLSEE PLANEODSEE PLANSEE PLANEODSLIP CONN BY SUPPLIERROOF DECK, SEE PLANROOFING, SEE ARCHBRICK VENEER w/ TIES, SEE ARCHBEAM, SEE PLANCURTAIN WALL,SEE ARCHCONN BY SUPPLIERLT GA FRAMING,SEE ARCHCONN BY SUPPLIERSLIP CONN BYSUPPLIERTRUSS SUPPLIER DESIGNBRIDGING TO TRANSFER 200#/FT FROM DECK TO T/STEELSEE PLANT/STEELPRECAST PANEL,SEE ARCHROOF DECK, SEE PLANROOFING, SEE ARCH14 GA EDGE ANGLE w/ 1/2"ØCARRIAGE BOLTS AT EATRUSSWT4x7.5 AT 4'-0" OC3/163/16BOX HEADER BY SUPPLIERGALV C12x20.7 AT 4'-0" OCCONT GALV 3/16" BENT PLPRECAST CONN BYSUPPLIERPRECAST CONN BYSUPPLIERSEE PLANT/STEELCONT L4x4x1/4CONT GALV L6x4x5/163/16 3-12NOTES:1.AT SIMILAR, NO UNDERSLUNG TRUSS.6' - 3 1/2"UNDERSLUNG TRUSSBY SUUPLIERABEAM, SEE PLANPRECAST PANEL, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCH14 GA EDGE ANGLE w/ 1/2"ØCARRIAGE BOLTS AT EA TRUSSROOF DECK, SEE PLANROOFING, SEE ARCHSEE PLANT/STEELBRICK VENEER w/ TIES, SEE ARCHTRUSS SUPPLIER DESIGNBRIDGING TO TRANSFER 200 #/FTFROM DECK TO T/STEELSEE PLANEODUNDERSLUNG TRUSSBY SUPPLIERCONN BY SUPPLIERMETAL STUDS BYSUPPLIER, SEE ARCHSLIP CONN BY SUPPLIERNOTES:1.AT SIMILAR, NO UNDERSLUNG TRUSS.LT GA TRUSS, SEE PLAN6' - 3 1/2"1PRECAST PANEL,SEE ARCHPRECAST CAP,SEE ARCHSEE PLANT/STEELROOF DECK,SEE PLANROOFING, SEE ARCHSEE PLANEODBRICK VENEER w/TIES, SEE ARCHSEE PLANT/STEELPRECAST PANEL,SEE ARCHROOF DECK, SEE PLANROOFING, SEE ARCHCONN BY SUPPLIERMETAL STUDS BYSUPPLIER, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCH14 GA EDGE ANGLEw/ 1/2"Ø CARRIAGEBOLTS AT X" OCLT GA TRUSS, SEEPLANS3.2.11ANOTES:1.AT SIMILAR, NO UNDERSLUNG TRUSS.BEAM, SEE PLANTRUSS SUPPLIERDESIGN BRIDGING TOTRANSFER 200 #/FTFROM DECK TO T/STEELCLSEE PLANT/STEELSEE PLANT/STEELBEAM, SEE PLANCLWIND POST w/1/4" CAP PL,SEE PLANLT GA FRAMING,SEE ARCHPRECAST PANEL,SEE ARCHROOF DECK, SEE PLANROOFING, SEE ARCHSEE PLANMETAL STUDS BYSUPPLIER, SEE ARCHPRECAST PANEL,SEE ARCHPROVIDE C12x20.7 ATTOP OF COLUMNS3.2.11AUNDERSLUNG TRUSSBY SUPPLIERBEYONDTRUSS SUPPLIER DESIGNBRIDGING TO TRANSFER 200 #/FTFROM DECK TO T/STEELLT GA TRUSS, SEE PLANJOIST, SEE PLANBEAM, SEE PLANJOIST, SEE PLANROOF DECK, SEE PLANROOFING, SEE ARCHSEE PLANJBECLDECK CHANGES DIRECTIONCL2' - 0"BRICK VENEER w/ TIES, SEE ARCHBRICK VENEER w/ TIES, SEE ARCHWIND GIRT, SEE PLANMETAL STUDS BY SUPPLIER,SEE ARCH1/4COL, SEE PLANAND SCHDCUT BRICK AROUNDGIRT END AS REQDw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S3.2.1ROOF FRAMINGDETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PENOT TO SCALES3.2.11EPLAN VIEW OF DECK ATTACHMENT 1 1/2" = 1'-0"S3.2.15EROOF PERIMETER ANGLE SPLICE DETAILNOT TO SCALES3.2.16EJOIST WEB REINFORCING DETAIL AT CONCENTRATED LOADNOT TO SCALES3.2.12DCHANGE IN ROOF DECK DIRECTION AT JOIST BEARING 3/4" = 1'-0"S3.2.15DSECTION AT JOIST BEARING 3/4" = 1'-0"S3.2.16DSECTION 3/4" = 1'-0"S3.2.11ASECTION 3/4" = 1'-0"S3.2.13ASECTION 3/4" = 1'-0"S3.2.15ASECTION 3/4" = 1'-0"S3.2.16ASECTION AT WIND POST 3/4" = 1'-0"S3.2.11DCHANGE IN ROOF DIRECTION AT BEAM BEARING 3/4" = 1'-0"S3.2.16CSECTIONNO. REASON DATE
SEE PLANT/STEELCLCURTAIN WALL,SEE ARCHBEAM, SEE PLANLT GA TRUSSBRICK VENEER w/TIES, SEE ARCHPRECAST PANEL,SEE ARCHROOF DECK, SEE PLANROOFING, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCH14 GA EDGE ANGLEw/ 1/2"Ø CARRIAGEBOLTS AT 48" OCCONN BY SUPPLIERSEE PLANEODCONN BYSUPPLIERTRUSS SUPPLIER DESIGNBRIDGING TO TRANSFER200 #/FT FROM DECK TOT/STEELLOAD BRG PRECASTLINTEL, SEE ARCHBOX HEADER BY SUPPLIERVARIESDECK BRGSLIP CONN BYSUPPLIERNOTES:1. AT SIMILAR RAKE CONDITION IS THE SAME.LT GA KICKERS BYSTUD SUPPLIERLT GA BRACE BY STUDSUPPLIERUNDERSLUNGTRUSS BYSUPPLIERBEAM, SEE PLANJOIST, SEE PLANROOF DECK, SEE PLANROOFING, SEE ARCHMETAL PANEL, SEE ARCHROOFING, SEE ARCHLT GA TRUSSROOF DECK, SEE PLANCLSEE PLANEODOF TRUSS, VIFEOD AT FACEINFILL w/ METAL STUDSSTAGGER LT GATRUSS AROUNDJOISTSSEE PLANT/STEELCONN BY SUPPLIER3/16CONT GALV L3x3x3/1614 GA EDGE ANGLE w/1/2"Ø CARRIAGEBOLTS AT EA TRUSSSEE ARCHDECK BRGNOTES:1.AT SIMILAR, NO UNDERSLUNG TRUSS.UNDERSLUNG TRUSSBY SUPPLIERCBEAM, SEE PLANROOF DECK, SEE PLANROOFING, SEE ARCHMETAL PANEL, SEE ARCHJOIST, SEE PLANROOFING, SEE ARCHLT GA TRUSS,STAGGERAROUND JOISTSOF TRUSS, VIFEOD AT FACE14 GA EDGE ANGLE w/1/2"Ø CARRIAGEBOLTS AT X" OCROOF DECK, SEE PLANSEE PLANEODMETAL STUDS BYSUPPLIER, SEE ARCHSLIP CONN BY SUPPLIERSEE PLANT/STEELCONN BY SUPPLIER3/16CONT GALV L3x3x3/16SOLID BLOCKINGSLIP CONN BY SUPPLIERSEE ARCHDECK BRGNOTES:1.AT SIMILAR, NO UNDERSLUNG TRUSS.UNDERSLUNGTRUSS BYSUPPLIER6' - 3 1/2"CLROOF DECK, SEE PLANROOFING, SEE ARCHMETAL PANEL, SEE ARCHROOFING, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCHLT GA TRUSSBEAM, SEE PLANJOIST, SEE PLANROOF DECK, SEE PLANSLIP CONN BYSUPPLIERSEE PLANT/STEELCONT 3/16"BENT PL3/16 2-12SEE PLANEODSEE PLANEODVARIESDECK BRG14 GA EDGE ANGLE w/1/2"Ø CARRIAGEBOLTS AT 24" OCNOTES:1.AT SIMILAR, NO UNDERSLUNG TRUSS.SEE PLANEODCLROOF DECK, SEE PLANROOFING, SEE ARCHCURTAIN WALL, SEE ARCHBEAM, SEE PLANJOIST, SEE PLANCURTAIN WALLCANTILEVERS UP PASTROOF DECKCANTILEVER CURTAIN WALLSHALL PROVIDE SUPPORTFOR METAL STUDSLIP CONN BY SUPPLIERCONT GALV 3/16" BENT PL3/16 2-12C.9BEAM, SEE PLANSEE PLANEODBEAM, SEE PLANJOIST, SEE PLANROOF DECK, SEE PLANROOFING, SEE ARCH3/16 2-12SLIP CONN BYSUPPLIERCONT GALV 3/16" BENT PLBRICK VENEERw/ TIES, SEEARCHVENEER, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCHSLIP CONN BY SUPPLIERSEE ARCHT/PARAPETSEE PLANT/STEELCOMPOSITE SLAB, SEE PLANCONT 1/4" BENT PL3/16 2-12SEE PLANEOS1/4" PL, TYPL3x3x1/4 AT10'-0" OC MAX3/16 33/16 3TYPSEE PLANFFE12BEAM, SEE PLANBRICK VENEER w/TIES, SEE ARCHPRECAST CAP,SEE ARCHBEAM, SEE PLANROOF DECK, SEE PLANROOFING, SEE ARCH3/16CONT GALV 3/16" BENT PLVENEER, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCHSLIP CONN BY SUPPLIERSEE ARCHT/PARAPETJOIST, SEE PLANTCXSEE PLANEODSEE PLANEOSCOMPOSITE SLAB, SEE PLANBEAM, SEE PLANPRECAST LINTEL,SEE ARCHSEE PLANFFESEE PLANT/STEELCONT 1/4" BENT PL3/16 2-12SLIP CONN BYSUPPLIERCLGALV BEAM, SEE PLANPRECAST CAP,SEE ARCH8" CMU; FOR REINF, SEEBRICK VENEER w/TIES, SEE ARCHPRECAST PANEL,SEE ARCHBRICK VENEER w/TIES, SEE ARCH/3CS3.0.7SEE PLANT/STEELGALV L6x6x3.8 x12" LG w/ (2) 5/8"ØEXP BOLTS (EMBED = 3 1/2") w/WASHER IN OVERSIZED HOLE;ONE ANCHOR PER MASONRY CELLSPACED AT 3'-4" OC3/16 2-6SEE ARCHT/PARAPET8" DEEP BOND BEAMw/ (2) #5 CONTLEVEL 3231' - 2 1/2"CURTAIN WALL, SEE ARCHPRECAST PANEL, SEE ARCHROOFING, SEE ARCHROOF DECK, SEE PLANJOIST, SEE PLANBEAM, SEE PLANCONN BY SUPPLIERSILL, SEE ARCHMETAL STUDS BYSUPPLIER, SEEARCH, TYPJOIST REINF BY JOISTSUPPLIER, SEE/6ES3.2.1JOIST SUPPLIER TO DESIGN JOIST FOR800 lb PT LOAD FROM PRECAST + 1800 lbFROM CURTAIN WALLCONT GALV C6x8.2WELDED AT EA JOISTBELOW PRECASTFIELD WELD AS REQDMETAL STUD SUPPLIER TO DESIGNMETAL STUDS AND BRACING FOR 190PLF WIND LOADCONT L3x3x3/16METAL STUD BRACINGBY SUPPLIERw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S3.2.2ROOF FRAMINGDETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PE 3/4" = 1'-0"S3.2.23DSECTION 3/4" = 1'-0"S3.2.21ASECTION 3/4" = 1'-0"S3.2.24DSECTION 3/4" = 1'-0"S3.2.26DSECTION 3/4" = 1'-0"S3.2.26BSECTION 3/4" = 1'-0"S3.2.23ASECTION 3/4" = 1'-0"S3.2.24ASECTION 3/4" = 1'-0"S3.2.26ASECTION 3/4" = 1'-0"S3.2.21DSECTIONNO. REASON DATE
JJSEE PLANEODBEAM, SEE PLANROOF DECK, SEE PLANROOFING, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCHBRICK VENEER w/TIES, SEE ARCHPRECAST CAP,SEE ARCHSEE ARCHT/PARAPETSEE PLANT/STEELSLIP CONN BYSUPPLIERCONT 3/16" BENT PL3/16 2-12YSEE PLANEODCURTAIN WALL,SEE PLANSEE ARCHT/PARAPETSEE PLANJBEROOF DECK, SEE PLANROOFING, SEE ARCHTCXJOIST, SEE PLANBEAM, SEE PLANSLIP CONN BYSUPPLIERPRECAST CAPLOAD BRGPRECASTLINTELBRICK VENEER w/TIES, SEE ARCHBOX HEADER BY SUPPLIERSLIP CONN BYSUPPLIERCONT GALVL3x3x3/163/16XCURTAIN WALL,SEE PLANSEE ARCHT/PARAPETSEE PLANJBEROOF DECK, SEE PLANROOFING, SEE ARCHTCXJOIST, SEE PLANBEAM, SEE PLANSLIP CONN BYSUPPLIERPRECAST CAP,SEE ARCHLOAD BRGPRECAST LINTELBRICK VENEER w/TIES, SEE ARCHBOX HEADER BY SUPPLIERSLIP CONN BYSUPPLIERSEE PLANEOD3/16CONT GALV L3x3x3/16BCX, SEE PLAN1/4" PLSLIP CONN BYSUPPLIERCCROOFING, SEE ARCHSEE PLANEODROOF DECK, SEE PLANMETAL STUDS BYSUPPLIER, SEE ARCHSLIP CONN BYSUPPLIERGALV CONT 1/4 BENT PL3/16 2-12CURTAIN WALL,SEE ARCHCURTAIN WALLCANTILEVERS UP PASTROOF DECKBEAM, SEE PLANSEE PLANT/STEELJOIST,SEE PLANSEE PLANT/STEELROOF DECK, SEE PLANROOFING, SEE ARCHMETAL PANEL, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCHROOF DECK, SEE PLANROOING, SEE ARCHSLIP CONN BY SUPPLIERS3.1.53BSEE PLANEODCLSEE PLANEODSEE PLANT/STEELBEAM, SEE PLANCONT GALV 3/16" BENT PLCONT 3/16" BENT PL3/16SEE PLANFFECOMPOSITE SLAB, SEE PLANSLIP CONN BY SUPPLIERJOIST w/ BCX, SEE PLAN1/4" PLSEE ARCHT/PARAPETKICKERL6x4x5/16 LLVBTWN JOISTS1/4" PL,TYPXX.8CURTAIN WALL,SEE ARCHSLIP CONN BYSUPPLIERROOF DECK, SEE PLANROOFING, SEE ARCHLT GA FRAMING,SEE ARCH[No Slope]1/4" / 12"METAL STUDS BYSUPPLIER, SEEARCHMETAL PANEL,SEE ARCHJOIST, SEE PLANBEAM, SEE PLANCONT GALV 3/16" BENT PLCONN BY SUPPLIER3/16BEAM, SEE PLANCURTAIN WALLCANTILEVERS UP PASTROOF DECKCONT GALV 1/4"BENT PL3/16 2-12TCXSLIP CONN BYSUPPLIERROOF DECK, SEE PLANROOFING, SEE ARCHL4x4x1/4 HANGERAT 4'-0" OC3/16 33/16 3TYPCONT L4x4x1/41/4" PL3/163/166' - 2"SEE PLANEODSEE PLANEOD1/4 21/4 2L4x4x1/4 KICKEREA JOISTSEE PLANT/STEELSEE PLANT/STEELSEE PLANEODROOF DECK, SEE PLANROOFING, SEE ARCHJOIST, SEE PLANSEE ARCHT/PARAPETSEE PLANJBEBEAM, SEEPLANPRECAST CAPBRICK VENEER w/TIES, SEE ARCHSLIP CONN BYSUPPLIERTCXMETAL STUDS BYSUPPLIER, SEE ARCHCLAASEE PLANEODCURTAIN WALL,SEE PLANSEE ARCHT/PARAPETSEE PLANJBEROOF DECK, SEE PLANROOFING, SEE ARCHJOIST, SEE PLANBEAM, SEE PLANSLIP CONN BYSUPPLIERPRECAST CAPLOAD BRGPRECAST LINTELBRICK VENEER w/TIES, SEE ARCHBOX HEADER BY SUPPLIERSLIP CONN BYSUPPLIERLEVEL 3231' - 2 1/2"7BEAM, SEE PLANLT GA TRUSSSEE PLANT/STEELMETAL STUDS BYSUPPLIER, SEE ARCHCONN BY SUPPLIERGALV 1/4" PLSEE PLANEOD3/16 2-123/16 2-12BRICK VENEER w/ TIES,SEE ARCH4" CMUROOFING, SEE ARCHROOF DECK, SEE PLANBEAM, SEE PLANWT6x7 AT 4'-0" OCCONT L3x3x1/43/163/16ROOF DECK, SEE PLANROOFING, SEE ARCHMETAL PANEL, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCHROOF DECK, SEE PLANROOFING, SEE ARCHPLANSEESEE PLANEODSLIP CONN BYSUPPLIERMETAL PANEL, SEE ARCHBEAM, SEE PLANJOIST, SEE PLANEOD5"SLIP CONN BY SUPPLIERMETAL STUDS BYSUPPLIER, SEE ARCHCONT 3/16" BENT PL3/16 2-12CLCLCONT GALV 1/4" BENT PLSEE PLANT/STEELBEAM, SEE PLANJOIST, SEE PLAN1/4" PL, TYPL3x3x1/4 AT15'-0" OC MAX3/16 33/16 3TYPSEE ARCHT/PARAPETAASEE PLANEODROOF DECK, SEE PLANROOFING, SEE ARCHSEE ARCHT/PARAPETSEE ARCHT/STEELBEAM,SEE PLANJOIST, SEEPLANBRICK VENEER w/TIES, SEE ARCHMETAL STUDS BY SUPPLIER, SEE ARCHSLIP CONN BY SUPPLIERCONT 3/16" BENT PLPRECAST LINTEL,SEE ARCH1/4" PL, TYPL4x4x1/4 AT EAHANGER3/16 43/16 4TYPCURTAIN WALL, SEE ARCH3/8" PLC5x9 AT 4'-0" OC, INFILLw/ METAL STUDSCONN BY SUPPLIERHSS4x2x1/4 AT 4'-0" OC,FILL w/ INSULATION,SEE ARCHCONT GALVL6x4x5/16 LLH1/41/4SEE ARCHB/STEEL3/163/16w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S3.2.3ROOF FRAMINGDETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PE 3/4" = 1'-0"S3.2.35ESECTION 3/4" = 1'-0"S3.2.36ESECTION 3/4" = 1'-0"S3.2.31DSECTION 3/4" = 1'-0"S3.2.33DSECTION 3/4" = 1'-0"S3.2.33ASECTION 3/4" = 1'-0"S3.2.35ASECTION 3/4" = 1'-0"S3.2.35DSECTION 3/4" = 1'-0"S3.2.36DSECTION 3/4" = 1'-0"S3.2.36ASECTION 3/4" = 1'-0"S3.2.31ASECTION 3/4" = 1'-0"S3.2.33ESECTIONNO. REASON DATE
LEVEL 3231' - 2 1/2"HHSEE PLANEODROOF DECK, SEE PLANROOFING, SEE ARCHROOF DECK, SEE PLANROOFING, SEE ARCHBEAM, SEE PLANBEAM, SEE PLANBEAM, SEE PLANSEE PLANT/STEELCONT GALV 3/16" BENT PLSLIP CONN BYSUPPLIEREOD4"CONT GALV L3x3x3/16METAL STUDS BYSUPPLIER, SEE ARCH3/16 2-123/16 2-124" CMUBRICK VENEER w/TIES, SEE ARCHCONT GALV L6x4x5/16S3.2.11ACLSEE PLANT/STEELLT GA FRAMING,SEE ARCHHANGER RODS BYSUPPLIERMOVEABLEPARTITION TRACKBEAM, SEE PLAN3/8" STIFFENERSAT 24" OC1/4 3-121/4 3-12LEVEL 3231' - 2 1/2"EGAP2"FFE8" DEEP BOND BEAMw/ (2) #5 CONT8" CMU, FOR REINFSEE/3AS3.0.5BEAM, SEE PLANROOF DECK, SEE PLANROOFING, SEE ARCHCOMPOSITE SLAB,SEE PLANCONT L3x3x1/4CONT 1/2"x4" EMBED PLw/ 1/2"Ø x4" LG HD STUDSHOIST BEAM, SEE PLAN3/16 2-12JOIST, SEE PLAN31' - 10"CUT BLOCK ASREQD, TYPLEVEL 3231' - 2 1/2"6GAP2"SEE PLANFFE8" DEEP BOND BEAMw/ (2) #5 CONT8" CMU, FOR REINFSEE/3AS3.0.5FOR SLAB EDGE,SEE/1CS3.2.4BEAM, SEE PLANJOIST, SEE PLANJOIST, SEEPLANROOF DECK, SEE PLANROOFING, SEE ARCHCOMPOSITE SLAB,SEE PLANCUT BLOCK AS REQD6.2LT GA TRUSS, SEE PLANSEE PLANEODPRECAST PANEL, SEE ARCHBRICK VENEER w/ TIES,SEE ARCHMETAL STUDS BY SUPPLIER, SEE ARCHROOF DECK, SEE PLANROOFING, SEE ARCH14 GA EDGE ANGLE w/ 1/2"ØCARRIAGE BOLTS AT 24" OCLEVEL 3231' - 2 1/2"6.2LT GA TRUSSMETAL STUDS BYSUPPLIER, SEE ARCHBRICK VENEER w/ TIES,SEE ARCH4" CMUROOFING, SEE ARCHROOF DECK, SEE PLANS3.2.11ACONT GALV L3x3x3/16BEAM, SEE PLANSEE PLANCLBEAM, SEE PLANUNDERSLUNGTRUSS BY SUPPLIERZROOFING, SEE ARCHROOF DECK, SEE PLANROOFING, SEE ARCHGALV C12x20.7BRICK VENEER w/TIES, SEE ARCHSEE PLANEODSLIP CONN BYSUPPLIERCURTAIN WALL,SEE ARCHCONT GALVL3x3x3/16LOAD BRGPRECAST PANELSLIP CONN BYSUPPLIERBEAM, SEE PLANJOIST, SEE PLANPRECAST CAP,SEE ARCHBEAM, SEE PLANHSS2 1/2x2 1/2x1/4AT EA JOISTKICKERS BY SUPPLIERMETAL STUDS BYSUPPLIER, SEE ARCHZSEE PLANEODBOX HEADER BY SUPPLIERMETAL STUDS BY SUPPLIER, SEE ARCHCEILING, SEE ARCHSLIP CONN BY SUPPLIERLOAD BRGPRECAST PANELCURTAIN WALL BYSUPPLIERBRICK VENEER w/TIES, SEE ARCHJOIST, SEE PLANSEE PLANT/STEELSEE ARCHT/PARAPETSEE ARCHT/PARAPETPRECAST CAP,SEE ARCHPRECAST CAP, SEEARCHBRICK VENEER w/TIES, SEE ARCHBRACE BY SUPPLIERBEAM, SEE PLANBEAM, SEE PLANGALV 1/4" PL3/16 2-123/16 2-12ROOF DECK, SEE PLANROOFING, SEE ARCHKICKERS BY SUPPLIERMETAL STUDS BYSUPPLIER, SEE ARCHL2 1/2x1 1/2x3/16 LLHBCXWT4x7.5 AT 4'-0" OCCONT GALVL3x3x3/16SEE PLANT/STEELHSS2 1/2x2 1/2x1/4 AT EA JOIST3/163/163/16ESLOAD BRGPRECAST PANELw w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S3.2.4ROOF FRAMINGDETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PE 3/4" = 1'-0"S3.2.41ESECTION 3/4" = 1'-0"S3.2.43ESECTION 3/4" = 1'-0"S3.2.41CSECTION 3/4" = 1'-0"S3.2.44CSECTION 3/4" = 1'-0"S3.2.41ASECTION 3/4" = 1'-0"S3.2.46ESECTION 3/4" = 1'-0"S3.2.43ASECTION 3/4" = 1'-0"S3.2.45ASECTIONNO. REASON DATE
LEVEL 3231' - 2 1/2"CLROOF DECK, SEE PLANROOFING, SEE ARCHMETAL PANEL, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCHJOIST, SEE PLANBEAM, SEE PLANROOF DECK, SEE PLANROOFING, SEE ARCHCONN BY SUPPLIEREOD, SEE PLANSLIP CONN BY SUPPLIERGLULAM, SEE PLANSLIP CONN BY SUPPLIERSLIP CONN BY SUPPLIEREOD5"CONT 3/16" BENT PLCONN BY SUPPLIER3/1614 GA BENT PLSCREWED TO DECKROOF DECK CANTILEVERSPAST GLULAMSHIM FOR DECK BRGBEAM, SEE PLANJOIST, SEE PLANROOF DECK, SEE PLANROOFING, SEE ARCHMETAL PANEL, SEE ARCHCURTAIN WALL, SEE ARCHLT GA FRAMING,SEE ARCHCONN BY SUPPLIERMETAL STUDS BYSUPPLIER, SEE ARCHCLGLULAM, SEE PLANROOF DECK, SEE PLANROOFING, SEE ARCHHEADER BY SUPPLIERMETAL STUDS BY SUPPLIER,SEE ARCHSLIP CONN BY SUPPLIERPANEL, SEE ARCHCONT GALV L3x3x3/1614 GA BENT PLSCREWED TO DECKSEE PLANEODROOF DECK CANTILEVERSPAST GLULAMROOF DECK, SEE PLANROOFING, SEE ARCHMETAL PANEL, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCHBEAM, SEE PLANJOIST, SEE PLANCLSLIP CONN BY SUPPLIERSEE PLANEODJOIST, SEE PLANBEAM, SEE PLAN1/4" PLBCX, SEE PLANROOF DECK,SEE PLANROOFING,SEE ARCHCLJOIST, SEE PLANCURTAIN WALL, SEE ARCHCURTAIN WALL,SEE ARCHCLCLSEE PLANEODSEE PLANEODROOFING, SEE ARCHROOF DECK, SEE ARCHPREACST,SEE ARCHPRECAST, SEE ARCHCONT GALV 3/16"BENT PL, TYPBEAM, SEE PLAN TYPLEVEL 3231' - 2 1/2"7CURTAIN WALL, SEE ARCHBEAM, SEE PLANLT GA TRUSSSEE PLANT/STEELROOFING,SEE ARCHROOF DECK,SEE PLANS3.2.36ABEAM, SEE PLANPRECAST PANEL,SEE ARCHMETAL STUDS BYSUPPLIER, SEEARCH, TYPMETAL STUD BRACINGBY SUPPLIERDEFL TRACK BYSUPPLIERDEFL TRACK BY SUPPLIERMETAL STUDS BYSUPPLIER, SEE ARCHMETAL STUD FRAMEDBULKHEAD BYSUPPLIER, SEE ARCHGALV C6x8.2 x3'-0"LG AT 4'-0" OCWELDED AT BEAMAND HSS BELOWPRECAST LOCATEAS REQDMETAL STUD SUPPLIERTO DESIGN METALSTUDS AND BRACINGFOR 190 PLF WIND LOADCURTAIN WALL, SEE ARCHCLCLSEE PLANEODSEE PLANEODPRECAST, SEE ARCHCURTAIN WALL, SEE ARCHBEAM, SEE PLANBEAM, SEE PLANCONT GALV 3/16"x3" BENT PLCONN BY SUPPLIERPANEL, SEE ARCHGALV C6x8.2 AT 4'-0" OCWELDED TO HSSCONT GALV L6x4x5/16 LLHC4x5.4 AT 4'-0" OC; INFILLBTWN CHANNELS w/METAL STUDSCONT L3x3x3/163/16 2-123/16 2-123/16w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S3.2.5ROOF FRAMINGDETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PE 3/4" = 1'-0"S3.2.51CSECTION 3/4" = 1'-0"S3.2.53CSECTION 3/4" = 1'-0"S3.2.51ASECTION 3/4" = 1'-0"S3.2.53ASECTION 3/4" = 1'-0"S3.2.54ASECTION 3/4" = 1'-0"S3.2.54DSECTION 3/4" = 1'-0"S3.2.54BSECTIONNO. REASON DATE
LEVEL 3231' - 2 1/2"HHROOF DECK, SEE PLANROOFING, SEE ARCHBEAM, SEE PLANMETAL PANEL, SEE ARCHMETAL STUDS BYSUPPLIER, SEE ARCHROOF DECK, SEE PLANROOFING, SEE ARCHSEE PLANEODGLULAM, SEE PLANEOD4"CONT 3/16" BENT PL3/16 2-12CANTILEVER GLULAMSEMI-CONCEALEDCONNECTION BY SUPPLIERLEVEL 3231' - 2 1/2"SCURTAIN WALL, SEE ARCHSEEBEYOND/6BS3.2.23/163/16SELF-SUPPORTINGPRECAST, SEE ARCHSEE ARCHT/PARAPETCONT GALV L6x4x5/16 LLVC5x9C5x93/163/16LATERAL CONN ONLYCONT GALV L6x4x5/16 LLVSEE PLANEODGALV C5x9 AT4'-0" OCSTOP AND STARTDECK AROUNDCHANNELSBEAM, SEE PLAN3/8" PLL4x4x1/4 AT EACHANNELL6x4x5/16 LLV, BTWN JOISTSROOF DECK, SEE PLANROOFING, SEE ARCH1/4" PL, TYPXROOFING, SEE ARCHMETAL PANEL, SEE ARCHROOF DECK, SEE PLANSEE PLANT/STEELHANGER RODS BYPARTITION SUPPLIERMOVABLE PARTITION,SEE ARCHBEAM, SEE PLANMETAL STUDS BYSUPPLIER, SEE ARCHJOIST, SEE PLANCONT L3x3x3/163/16w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/17S3.2.6ROOF FRAMINGDETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PE 3/4" = 1'-0"S3.2.61BSECTION 3/4" = 1'-0"S3.2.63ESECTION 3/4" = 1'-0"S3.2.63BSECTIONNO. REASON DATE
SEE PLANFFEMINIMUM SEISMIC REINFORCING AT ALL MASONRY WALLS NOTES:1.ALL MASONRY WALLS SHALL BE VERTICALLY REINFORCED CONTINUOUSLY FROM SUPPORT TO SUPPORT:A)AT EACH CORNERB)AT EACH SIDE OF EACH OPENINGC)AT WALL ENDSWALLS SHALL BE REINFORCED WITH #5 BARS AT THESE LOCATIONS UNLESS OTHERWISE NOTED IN OTHERSECTIONS AND DETAILS.2.HORIZONTAL BOND BEAMS REINFORCED AS NOTED IN SECTIONS OR LINTEL SCHEDULE SHALL BE FURNISHED:A)AT THE TOP AND BOTTOM OF ALL WALL OPENINGS AND SHALL EXTEND NOT LESS THAN 24" PAST THEFACE OF OPENING OR STEEL LINTEL BEARING.B)CONTINUOUSLY AT STRUCTURALLY CONNECTED ROOF AND FLOOR LEVELS AND AT THE TOP OF ALLWALLS.3.ALL VERITCAL BARS SHALL BE GROUTED IN 5'-0" MAX LIFTS.4.WHERE DETAILS SHOWN ON OTHER SHEETS NOTE REINFORCING OF GREATER SIZE AND/OR CLOSER SPACING,THE REINFORCING REQUIREMENT IN SAID DETAIL SHALL GOVERN. THE SEISMIC REINFROCING NOTED AT WALLOPENINGS, CORNERS AND ENDS SHALL BE IN ADDTION TO REINFORCING NOTED IN OTHER DETAILS.5.PROVIDE CONTINUOUS HORIZONTAL JOINT REINFORCEMENT SPACED AT 16"OC, MAX VERTICAL SPACING. ALSOSEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS.6.SEE PLANS AND OTHER DETAILS FOR WALL REINFORCING.ADD U-BLOCK BOND BEAMABOVE AND BELOW EACHOPNG, SEE NOTE 2-ADWL ALL BARS TOFTG/GRADE BEAM ORTHICKENED SLABCONT BOND BEAM AT T/WALL,ALL ROOFS/FLOORS AND ASINDICATEDWALL CONSTRUCTIONOR EXPANSION JOINTWALL REINFORCING,SEE NOTE 61/4"x2" RIGID STEELANCHORS AT 4'-0" OC ORINTERLOCKING COURSEST/WALLADD (2) #5 EA SIDE,SEE NOTE 1-BMECH OPNGSEE NOTE 1-AOPENINGOPENINGOPENING2"32"2"AS NOTEDBOND BEAM SPACINGTYP2"2DS3.3.12BS3.3.1S3.3.11AS3.3.15A1DS3.3.16DS3.3.1NOT AT CONTROL JOINTSEE LINTEL SCHDFOR SIZE ANDREINFAT CONTROL JOINTGROUT SOLID24" DEEP x16" WIDEADDL VERT WALLREINFBRG8"48 BAR DIAJAMB VERT REINFOFFSET & LAPBRG8"3' - 4"4'-0"4'-8"5'-4"6'-0"6'-8"7'-4"8'-0"8'-8"9'-4"9'-4" - 13'-0"LINTEL SCHEDULE(1)#3(1)#3(1)#4(1)#4(1)#5N/AN/AN/AN/AN/AN/ANOTE:FOR ADDL INFORMATIONSEE "NOT AT CONTROLJOINT"NOTE:VENEER MASONRY AND SHELFANGLES NOT SHOWN FOR CLARITYSECTION AT MASONRY LINTELTOP REINF, SEELINTEL SCHDTYP VERT REINF MOW(IF SPACING IS LESSTHAN CLEAR SPAN)BOTT REINF, SEELINTEL SCHDSEE ARCHB/LINTELDW3/8"MASONRY CJCLEAR SPANOPENING SIZE4"x8"6"x8"6"x16"8"x8"8"x16"12"x8"12"x16"(1)#3(1)#4(1)#4(2)#4(2)#4N/AN/AN/AN/AN/AN/AN/AN/AN/AN/A(1)#4(1)#5(1)#5(1)#6(1)#6(1)#7N/A(1)#3(2)#3(2)#4(2)#4(2)#4N/AN/AN/AN/AN/AN/A(2)#4(2)#4(2)#4(2)#5(2)#5N/AN/AN/AN/AN/AN/AN/AN/AN/AN/A(2)#4(2)#4(2)#4(2)#4(2)#5(2)#5N/AN/AN/AN/AN/A(2)#4(2)#4(2)#5(2)#5(2)#6(2)#6N/A5/8"Ø x6" TALL HDSTUDS AT 24" OCBEAM, SEE SCHD3/8" PLATESECTION AT STEEL LINTELCMU SOAP ESSTEELN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AW8x28 ARCHSEE3/16 2-123/16 2-12CORNERINTERSECTIONCONTROL JOINTOPENING - WALL TERMINATIONVERT WALLREINF MOW, TYPVERT WALLREINFMOW, TYPVERT WALLREINFMOW, TYPCJ, SEE ARCH FORLOCATIONS ANDDETAILSVERT WALLREINF MOW, TYPPARALLEL TO WALLNOT AT CONTROL JOINTPARALLEL TO WALLAT CONTROL JOINTSEE X/SXXX, UNOADDL VERTWALL REINFPERPENDICULAR TO WALL1/4" ENDPLATE3/8"MASONRYCJ5/8"Ø x6" LG HDSTUDS AT 24" OC MAXBEAM, SEE PLAN1/4" END PLATEBRG PL 1/2"x7 5/8"x7 5/8"1/2" NON-SHRINK GROUT(1) 5/8"Ø x6" LGHD STUDNOTES:1.DO NOT WELD BEAM TO BEARINGPLATE AT CONTROL JOINTS.2.FOR ADDITIONAL INFORMATIONSEE "PARALLEL TO WALL NOT ATCONTROL JOINT".13/16" WIDE x2" LG SLOTIN BEAM FLANGE (1 SLOTEA SIDE OF FLANGE)3/4"Ø THREADED STUD (1 EACHSIDE OF WEB) BUTT WELDEDTO BEARING PLATE; FINGERTIGHTEN NUT AND SPOIL THREADS1/4" ENDPLATEBRG8"1/4 41/4 41/4 41/4 4MASONRY VENEER LOOSELINTEL SCHEDULEMAXIMUM CLEAR SPANLINTEL ANGLE6'-0"L5x5x5/168'-4"L7x4x3/8 (LLV)NOTES:1.USE THIS SCHEDULE AT OPENINGS IN MASONRY VENEER WHERE LINTELS ARENOT INDICATED ON PLANS OR DETAILS.2.BEAR LINTEL ANGLES 8" MINIMUM ON MASONRY EACH END.3.LINTEL ANGLES TO BE HOT-DIPPED GALVANIZED.4.SEE ARCHITECTURAL DRAWINGS FOR OPENING LOCATIONS AND DIMENSIONS.SEE ARCH DWGSROUGH OPENINGLIGHT GAGE METALOPENING FRAME TOBE ENGINEERED BYCONTRACTOR14 GA CLOSURE PLHEAD; FASTEN w/ (2)#12 PAN HEAD SCREWSAT 12" OC12 GA CLOSURE PLAT OPENING SILL ANDJAMBS; FASTEN w/ (2)#12 PAN HEAD SCREWSAT 8" OCVENEER SUPPORTANGLE, SEE SCHD;BEAR 8" ON MASONRYEA ENDPLAN AT CORNERPLAN AT INTERSECTION(2) ADDL BARS ASSHOWN, SAME SIZEAS CONT REINFCONT BONDBEAM REINFADDL CORNERBARS AS SHOWN,SAME SIZE ASCONT REINF0", TYPTYP1' - 6" LAP0", TYPTYP1' - 6" LAPSEE ARCHOPENINGMASONRY LINTEL, SEEPLAN AND SCHD FORLOCATIONS, SIZE ANDREINFU-BLOCK BOND BEAMw/ (2) #5 UNDER OPNG,FILL w/ GROUT, SEE NOTE 2-AVERT REINF BEYONDREINF, SEE OTHERDETAILS (FILL BLOCKCELLS w/ GROUT ATREINF)CONT KNOCK-OUTBLOCK BOND BEAM w/(2) #5 CONT FILLED w/CONC, CONT ABOVESTEEL LINTEL, SEENOTE 2-ASTEEL LINTEL, SEEPLAN AND SCHDCMU SOAPS, EA SIDE3/4"Ø x4" HDSTUD AT 24" OC (2 MIN),SHOP WELDEDJAMB BLOCK, TYP(1) #5 V REINF UNOVENEER, SEE ARCHFILL BLOCK CELLS w/GROUT FULL HEIGHTAT REBARJOINT, SEE ARCHFOR LOCATIONS(2) #5 V REINF UNOVENEER, SEE ARCHFILL BLOCK CELLS w/GROUT FULL HEIGHTAT REBARJ17 5/8"2' - 0 1/4"#3 TIES AT 8" OC(2) #5 EA CELLU-BLOCK BOND BEAM,SEE LINTEL SCHD FORREINF FILL w/ GROUTVERT REINF IN WALL ATOPNG, SEE NOTE No.1-B FILLBLOCK CELLS w/ GROUT FULLHEIGHT AT REBAROPENING2' - 0" MIN, TYP(2) #5 CTRD IN WALL ATOPNG, FILL BLOCK CELLS w/GROUT FULL HEIGHT ATREBAR; SEE NOTE No.1-BCONT 'KNOCK-OUT' BLOCK BONDBEAM w/ (2) #5 CONT FILLEDWITH CONC; CONT ABOVE STEELLINTEL, SEE NOTE No.2-ASTEEL LINTEL ANDPLATE, SEE PLANAND SCHDFILL BLOCK CELLSFULL HEIGHT UNDERBEARING, UNOOPENINGSEE SCHD8" MINMIN, TYP2' - 0"w w w . l i t t l e o n l i n e . c o mThis drawing and the design shown are the propertyof Little Diversified Architectural Consulting. Thereproduction, copying or other use of this drawingwithout their written consent is prohibited and anyinfringement will be subject to legal action.Little 2017cT: 919.474.2500410 Blackwell St., Suite 10Durham NC 27701PROJECT MANAGERDESIGN TEAMPRINCIPAL IN CHARGEPROJECT TEAMREVISIONSPROJECT NAMESHEET TITLEPROJECT NO.SHEET NUMBERISSUE FORISSUE DATEB1234567ACDEF09/21/2017CORPORATE LICENSE F-0467513-4526-0009/21/2017S3.3.1MASONRY DETAILSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONPERMIT/BID SETRob Klinedinst, AIAWill Harrison, AIADavid Blankfard, PE 1/2" = 1'-0"S3.3.11ETYPICAL MASONRY WALL REINFORCING DIAGRAM 3/4" = 1'-0"S3.3.11ATYPICAL BOND BEAM LINTEL 3/4" = 1'-0"S3.3.11BTYPICAL REINFORCED MASONRY WALL 3/4" = 1'-0"S3.3.15ATYPICAL STEEL BEAM OR LINTEL BEARING ON MASONRY 3/4" = 1'-0"S3.3.16EMASONRY VENEER LOOSE LINTEL SCHEDULE 3/4" = 1'-0"S3.3.14DTYPICAL BOND BEAM CORNERS AND INTERSECTIONS 3/4" = 1'-0"S3.3.12BTYPICAL MASONRY LINTEL SECTION 3/4" = 1'-0"S3.3.16DSTEEL LINTEL SECTION 3/4" = 1'-0"S3.3.11DCONTROL JOINT PLAN DETAIL 3/4" = 1'-0"S3.3.12DWALL REINF PLAN DETAIL 3/4" = 1'-0"S3.3.17DJAMB DETAIL 3/4" = 1'-0"S3.3.14BMASONRY LINTEL ELEVATION 3/4" = 1'-0"S3.3.16BSTEEL LINTEL ELEVATIONNO. REASON DATE