Drawings-ResponseLighting 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&ENote: The fire ratings for these assemblies apply to both primary and secondary structural members09/21/17w 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 DATE1 Revision 1 Date 1
SURFACE MOUNTED WALL
SCONCE, SEE ELECTRICAL
BANQUETTE CUSHION TO BE COMMERCIAL
GRADE FOAM, PROVIDE SPRING CUSHION
AND/OR SPRUNG BASE SEATING SURFACE ;
RE: INTERIOR ELEVATION DRAWINGS FOR
FABRIC SELECTION AND SPECS FOR DETAILS
ON FOAM AND FABRIC DETAILS
LAMINATE AS SCHEDULED ON 3/4"
PLYWOOD SUBSTRATE.PROVIDE 1/4"
WIDE OPENING IN REVEAL FOR WALL
SCONCE CORD TO RUN BEHIND BENCH,
COORDINATE IN FIELD
LAMINATE AS SCHEDULED ON
3/4" PLYWOOD SUBSTRATE
BANQUETTE CUSHION TO BE COMMERCIAL
GRADE FOAM; RE: INTERIOR ELEVATION
DRAWINGS FOR FABRIC SELECTION AND
SPECS FOR DETAILS ON FOAM AND FABRIC
DETAILS
PLYWOOD FRAMING MEMBERS @ 16"
O.C.; TYP.
9
5°8 1/2"1' - 6"2"5"2 3/4"2' - 6 1/2"1"6" MTL STUDS @ 16" O.C.
PTD 5/8"GYP BD AS SCHEDULED
1/2" PLYWOOD
4" METAL BASE AS SCHEDULED
BACKER ROD AND
SEALANT TYP.
SILL PLATE, MECHANICALLY
FASTEN TO SLAB
3/4" PLYWOOD
1/2" PLYWOOD
PROVIDE POWER AND DATA
OUTLETS PER ELECTRICAL
DRAWINGS
WOOD PLANK AS
SCHEDULED ON (2)
LAYERS OF 3/4" PLYWOOD
SUBSTRATE
PROVIDE BLOCKING AS REQ.4 1/2"1 1/2"
3"
1' - 10"
3/4" PREFINISHED WOOD VENEER
PANEL, WD-4, ON ZCLIPS
4" SOLID WOOD BASE,
MATCH WD-4
3/4" PLYWOOD PANEL WITH
WOOD VENEER ON ZCLIPS,
FINISH ALL EXPOSED EDGES,
MATCH WD-4
3/4" PLYWOOD ON BLOCKING
AS NEEDED
1 1/2"4 7/8"1 1/2"4"1/4"1/4" WOOD REVEAL TO MATCH
WD-4, TYP.
3/4" PLYWOOD PANEL WITH
WOOD VENEER ON ZCLIPS
(BEYOND), FINISH ALL EXPOSED
EDGES, MATCH WD-4
1 1/2" PLYWOOD SLAT WITH WOOD
VENEER, FINISH ALL EXPOSED
EDGES, MATCH WD-41 1/2"3/4" PLYWOOD WITH WOOD
VENEER, MATCH WD-4, ON
BLOCKING AS NEEDED
3/4"6 3/8"3/4"6"3/4" PLYWOOD WITH WOOD
VENEER, MATCH WD-4, ON
BLOCKING AS NEEDED
1/4"5 7/8"1/4"
7 7/8"
3/4" PREFINISHED WOOD VENEER
PANEL, WD-4, ON ZCLIPS
4" SOLID WOOD BASE,
MATCH WD-4
3/4" PLYWOOD PANEL WITH
WOOD VENEER ON ZCLIPS,
FINISH ALL EXPOSED EDGES,
MATCH WD-4
3/4" PLYWOOD ON BLOCKING
AS NEEDED
1 1/2"4 7/8"1 1/2"4"1/4"1/4" WOOD REVEAL TO MATCH
WD-4, TYP.
3/4" PLYWOOD PANEL WITH
WOOD VENEER ON ZCLIPS
(BEYOND), FINISH ALL EXPOSED
EDGES, MATCH WD-4
1 1/2" PLYWOOD SLAT WITH WOOD
VENEER, FINISH ALL EXPOSED
EDGES, MATCH WD-4
1/4"4 3/16"5 7/8"4 3/16"1/4"1 1/2"3/4" PLYWOOD WITH WOOD
VENEER, MATCH WD-4, ON
BLOCKING AS NEEDED
4 3/16"7 7/8"4 3/16"
4 3/16"7 7/8"4 3/16"
1' - 4 1/4"6"3/4" PLYWOOD WITH WOOD
VENEER, MATCH WD-4, ON
BLOCKING AS NEEDED
VERTICAL SLATS (BEYOND)
ALIGN
1/4" WOOD REVEAL TO MATCH
WD-4, TYP.
(1) LAYER 5/8" GWB
3/4" PREFINISHED WOOD
VENEER PANEL ON ZCLIPS
3 5/8" MTL STUD
4" SOLID WOOD BASE,
MATCH WD-4
1/4" WOOD REVEAL TO MATCH
FACE OF PREFINISHED WOOD
VENEER PANELS, TYP.
3/4" PLYWOOD PANEL WITH
WOOD VENEER ON ZCLIPS,
FINISH ALL EXPOSED EDGES,
MATCH WD-4
1' - 4 1/4"4"1/4"1/4"3/4" PREFINISHED WOOD
VENEER PANEL ON ZCLIPS
1/4"6"1/4"1 1/2"1' - 1 1/4"1 1/2"
1' - 4 1/4"
3/4" PREFINISHED WOOD VENEER
PANEL, WD-4, ON ZCLIPS
4" SOLID WOOD BASE,
MATCH WD-4
3/4" PLYWOOD PANEL WITH
WOOD VENEER ON ZCLIPS,
FINISH ALL EXPOSED EDGES,
MATCH WD-4
3/4" PLYWOOD ON BLOCKING
AS NEEDED
1 1/2"1' - 1 1/4"1 1/2"4"1/4"1/4" WOOD REVEAL TO MATCH
WD-4, TYP.
3/4" PLYWOOD PANEL WITH
WOOD VENEER ON ZCLIPS
(BEYOND), FINISH ALL EXPOSED
EDGES, MATCH WD-4
1 1/2" PLYWOOD SLAT WITH WOOD
VENEER, FINISH ALL EXPOSED
EDGES, MATCH WD-4
1/4"4 3/16"5 7/8"4 3/16"1/4"1 1/2"3/4" PLYWOOD WITH WOOD
VENEER, MATCH WD-4, ON
BLOCKING AS NEEDED
4 3/16"7 7/8"4 3/16"
1' - 4 1/4"6"3/4" PLYWOOD WITH WOOD
VENEER, MATCH WD-4, ON
BLOCKING AS NEEDED
VERTICAL SLATS (BEYOND)
(1) LAYER 5/8" GWB
3/4" PREFINISHED WOOD
VENEER PANEL ON ZCLIPS
3 5/8" MTL STUD
4" SOLID WOOD BASE,
MATCH WD-4
1/4" WOOD REVEAL TO MATCH
FACE OF PREFINISHED WOOD
VENEER PANELS, TYP.
3/4" PLYWOOD PANEL WITH
WOOD VENEER ON ZCLIPS,
FINISH ALL EXPOSED EDGES,
MATCH WD-4
7 7/8"4"1/4"1/4"3/4" PREFINISHED WOOD
VENEER PANEL ON ZCLIPS
1/4"6"1/4"1 1/2"4 7/8"1 1/2"
7 7/8"2 1/2"1"11 1/2"3 1/2"1"CORIAN
SILL
CORIAN APRON
SCHEDULED
PARTITION
SCHEDULED BASE
1"
1/4"
BLOCKING
1' - 4"EXTERIOR
GLAZING SYSTEM
BANQUETTE CUSHION TO BE COMMERCIAL
GRADE FOAM, PROVIDE SPRING CUSHION
AND/OR SPRUNG BASE SEATING SURFACE ;
RE: INTERIOR ELEVATION DRAWINGS FOR
FABRIC SELECTION AND SPECS FOR DETAILS
ON FOAM AND FABRIC DETAILS
WOOD PLANK ON 3/4" PLYWOOD
SUBSTRATE
PLYWOOD FRAMING MEMBERS @ 16"
O.C.; TYP.8 1/2"4"1' - 6"2"
6" MTL STUDS @ 16" O.C.
1 LAYER 5/8" GWB
4" METAL BASE AS SCHEDULED
BACKER ROD AND
SEALANT TYP.
SILL PLATE, MECHANICALLY
FASTEN TO SLAB
(2) LAYERS 3/4" PLYWOOD
WOOD PLANK AS SCHEDULED
ON (2) LAYERS OF 3/4"
PLYWOOD SUBSTRATE
PROVIDE BLOCKING AS REQ.4 1/2"1' - 5"
LEVEL 1
196' - 0"3' - 7"WIDTH OF STEEL FLOOR PLATE - SEE FINISH PLANS
2' - 8"
05 73 00 - STAINLESS STEEL 'C'
CAP
05 73 00 - 1/2" TEMPERED GLASS
05 73 00 - EXTRUDED ALUMINUM
SHOE
03 30 00 - CIP SLAB ON GRADE
09 66 23 - RESINOUS MATRIX
TERRAZZO
A8.3.2
14
LEVEL 2
214' - 0"
A8.3.2
11
A8.3.2
12
6' - 0"3' - 7"6"05 73 00 - STAINLESS STEEL 'C'
CAP
05 73 00 - 1/2" TEMPERED GLASS
07 81 00 - APPLIED
FIREPROOFING
09 66 23 - RESINOUS MATRIX
TERRAZZO
05 73 00 - EXTRUDED ALUMINUM
SHOE
09 29 00 - GYPSUM WALL BOARD
05 40 00 - 3 5/8" METAL STUD
FRAMING
06 10 53 - BLOCKING AS REQ'D
05 40 00 - 2 1/2" METAL STUD
FRAMING
06 40 23 - 3/4"
WOOD-VENEER-FACED
MILLWORK
1/2"7 3/4"3/4"1/2"1' - 1 3/4"1/2"
05 40 00 - 3 5/8" METAL STUD
FRAMING
09 29 00 - GYPSUM WALL BOARD
06 40 23 - 3/4"
WOOD-VENEER-FACED
MILLWORK
05 40 00 - 2 1/2" METAL STUD
FRAMING
06 40 23 - 3/4"
WOOD-VENEER-FACED
MILLWORK
09 29 00 - GYPSUM WALL BOARD
LEVEL 2
214' - 0"
05 73 00 - 1/2" TEMPERED GLASS
09 66 23 - RESINOUS MATRIX
TERRAZZO
05 73 00 - CLADDING
05 73 00 - GASKET
05 73 00 - EXTRUDED ALUMINUM
SHOE
05 73 00 - 1/2" X 1.25" FHSCS
05 73 00 - WELD BLOCK STEEL
1/2" X 2 1/4" X 2 1/2" @ 12" O.C.
06 40 23 - 3/4"
WOOD-VENEER-FACED
MILLWORK
3/4"5/8"VARIES
FACE OF MILLWORK
9 1/2"
05 12 00 - STRUCTURAL STEEL
FRAMING
05 40 00 - 1 5/8" METAL STUD
FRAMING
06 10 53 - BLOCKING AS REQ'D
3 7/8"
07 81 00 - APPLIED
FIREPROOFING
09 29 00 - GYPSUM WALL BOARD
05 40 00 - 3 5/8" METAL STUD
FRAMING
09 29 00 - GYPSUM WALL BOARD
06 40 23 - 3/4"
WOOD-VENEER-FACED
MILLWORK
2 1/2"
CORNER BEAD
3 5/8" MTL STUD WITH 5/8" GWB
6" MTL STUD WITH 5/8" GWB
CLOSURE PANEL BY
MANUFACTURER1"5"1"6' - 0"WOOD LOCKERS SEE
DWGS. FOR SIZES
CLOSURE PANEL BY
MANUFACTURER
1' - 7"
BASE AS SCHEDULED
LEVEL 1
196' - 0"
DD
05 73 00 - 1/2" TEMPERED GLASS
05 73 00 - CLADDING
05 73 00 - GASKET
05 73 00 - EXTRUDED ALUMINUM
SHOE
05 73 00 - 1/2" X 1.25" FHSCS
05 73 00 - WELD BLOCK STEEL
1/2" X 2 1/4" X 2 1/2" @ 12" O.C.
03 30 00 - CIP SLAB ON GRADE
09/21/17
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
T: 919.474.2500
410 Blackwell St., Suite 10
Durham NC 27701
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
513-4526-00
09.21.17
A8.3.2
INTERIOR SECTIONS
CAMPBELL UNIVERSITY
FOUNDATION STUDENT
UNION
PERMIT/BID SET
Rob Klinedinst, AIA
Will Harrison, AIA
Designer
NO. REASON DATE
1 1/2" = 1'-0"A8.3.2
1 INTERIOR SECTION - BUILT-IN BENCH OASIS
1 1/2" = 1'-0"A8.3.2
2 INTERIOR SECTION - WOOD SCREEN ON SIDE
1 1/2" = 1'-0"A8.3.2
3 INTERIOR SECTION - WOOD SCREEN AT COLUMN
1 1/2" = 1'-0"A8.3.2
4 INTERIOR SECTION - WOOD WALL AT COLUMN
1 1/2" = 1'-0"A8.3.2
5 INTERIOR SECTION - WOOD SCREEN AT COLUMN 2
1 1/2" = 1'-0"A8.3.2
6 INTERIOR DETAIL - WOOD WALL ON SIDE
3" = 1'-0"A8.3.2
7 SECTION - CORIAN SILL AT EXTERIOR GLAZING
1 1/2" = 1'-0"A8.3.2
8 INTERIOR SECTION - BUILT-IN BENCH GAMING
1 1/2" = 1'-0"A8.3.2
9 INTERIOR SECTION - TURNSTILE GUARDRAIL
1 1/2" = 1'-0"A8.3.2
10 INTERIOR SECTION - GREAT HALL GUARDRAIL
3" = 1'-0"A8.3.2
11 ENLARGED SECTION DETAIL
3" = 1'-0"A8.3.2
12 ENLARGED SECTION DETAIL
1 1/2" = 1'-0"A8.3.2
13 DETAIL -LOCKERS AT FITNESS
3" = 1'-0"A8.3.2
14 ENLARGED SECTION DETAIL
JJ
V
07 21 00 - R-13.4 SPRAYED
INSULATION
06 16 00 - GLASS MAT GYPSUM
SHEATHING
09 29 00 - GYPSUM WALL BOARD
1' - 4"F.O.S.
1' - 4"5 1/2"5/8"
08 11 13 - HM FRAME
07 81 00 - APPLIED
FIREPROOFING
05 40 00 - 6" METAL STUD
FRAMING
04 20 00 - MASONRY-VENEER
ANCHORS
04 20 00 - MODULAR BRICK
07 21 00 - BATT
INSULATION
F.O.B.2' - 0"F.O.B.
2' - 0"
08 11 13 - HM DOOR
08 11 13 - GROUT-FILL HM FRAME
V
FF.5
09 29 00 - GYPSUM WALL BOARD
07 81 00 - APPLIED
FIREPROOFING
F.O.B.2' - 0"1' - 4"05 40 00 - 6" METAL STUD
FRAMING
04 20 00 - 8" CONCRETE
MASONRY UNIT (CMU)
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD
07 21 00 - R-13.4 SPRAYED
INSULATION
04 20 00 - MASONRY-VENEER
ANCHORS
04 20 00 - MODULAR BRICK
1' - 2"1' - 3 1/4"
T
HH.5
04 20 00 - MODULAR BRICK
04 20 00 - MASONRY-VENEER
ANCHORS
F.O.B.
4' - 0"8"1' - 4"F.O.B.2' - 0"07 21 00 - R-13.4 SPRAYED
INSULATION
04 20 00 - 8" CONCRETE
MASONRY UNIT (CMU)
07 81 00 - APPLIED
FIREPROOFING
8"
T
GG
1' - 4 5/8"11 3/4"
08 11 13 - HM DOOR
08 11 13 - HM FRAME
04 20 00 - 8" CONCRETE
MASONRY UNIT (CMU)
07 81 00 - APPLIED
FIREPROOFING
08 11 13 - GROUT-FILL HM FRAME
04 20 00 - MODULAR BRICK
04 20 00 - MASONRY-VENEER
ANCHORS
07 21 00 - R-13.4 SPRAYED
INSULATION
05 40 00 - 3 5/8" METAL STUD
FRAMING
09 29 00 - GYPSUM WALL BOARD1' - 4"F.O.B.2' - 0"2' - 8"1' - 3 5/8"T1' - 4"F.O.B.2' - 0"04 20 00 - MODULAR BRICK
04 20 00 - MASONRY-VENEER
ANCHORS
07 21 00 - R-13.4 SPRAYED
INSULATION
04 20 00 - 8" CONCRETE
MASONRY UNIT (CMU)
07 92 00 - JOINT SEALANT
SYSTEM WITH BACKER ROD
08 11 13 - HM DOOR
08 11 13 - HM FRAME
08 11 13 - GROUT-FILL HM FRAME
08 11 13 - HM JAMB ANCHOR
JJ
R
04 20 00 - MODULAR BRICK
04 20 00 - MASONRY-VENEER
ANCHORS
07 21 00 - R-13.4 SPRAYED
INSULATION
07 81 00 - APPLIED
FIREPROOFING
F.O.B.
2' - 0"F.O.B.2' - 0"04 20 00 - 8" CONCRETE
MASONRY UNIT (CMU)
03 45 00 - PAC PANEL 5X1' - 4"1' - 4"1' - 4"1' - 4"
HH
R
04 20 00 - 8" CONCRETE
MASONRY UNIT (CMU)
07 21 00 - R-13.4 SPRAYED
INSULATION
04 20 00 - MASONRY-VENEER
ANCHORS
04 20 00 - MODULAR BRICKF.O.B.2' - 0"2' - 0"1' - 4"1' - 4"03 45 00 - PAC PANEL 5X
07 81 00 - APPLIED
FIREPROOFING
E
R
07 81 00 - APPLIED
FIREPROOFINGF.O .B.2' - 0"04 20 00 - 8" CONCRETE
MASONRY UNIT (CMU)
07 21 00 - R-13.4 SPRAYED
INSULATION
04 20 00 - MASONRY-VENEER
ANCHORS
04 20 00 - MODULAR BRICK
140.00°F.O.B.2' - 0"1' - 4"1' - 4"12
C.9
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
06 16 00 - GLASS MAT GYPSUM
SHEATHING
04 20 00 - MODULAR BRICK
04 20 00 - MASONRY-VENEER
ANCHORS
07 21 00 - R-13.4 SPRAYED
INSULATION
07 27 13 - SELF ADHERING
SHEET AIR BARRIER
09 29 00 - GYPSUM WALL BOARD
07 81 00 - APPLIED
FIREPROOFING
F.O.G.
1' - 4"1' - 3"
07 21 00 - BATT
INSULATION
03 45 00 - PAC PANEL 6X
F.O.S.1' - 4"F.O.B.2' - 0"7 1/4"2' - 0"F.O.B.
2' - 0"
11
CF.O.B.2' - 0"8"1' - 2"04 20 00 - MODULAR BRICK
04 20 00 - MASONRY-VENEER
ANCHORS
07 81 00 - APPLIED
FIREPROOFING
07 21 00 - R-13.4 SPRAYED
INSULATION
05 40 00 - 6" METAL STUD
FRAMING
06 16 00 - GLASS MAT GYPSUM
SHEATHING
F.O.B.
2' - 0"
F.O.B.
2' - 0"F.O.B.2' - 8"1' - 1 3/4"
09/21/17
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
T: 919.474.2500
410 Blackwell St., Suite 10
Durham NC 27701
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
513-4526-00
09.21.17
A5.1.3
PLAN DETAILS
CAMPBELL UNIVERSITY
FOUNDATION STUDENT
UNION
PERMIT/BID SET
Rob Klinedinst, AIA
Will Harrison, AIA
LITTLE
1" = 1'-0"A5.1.3
5C PLAN DETAIL
1" = 1'-0"A5.1.3
1A PLAN DETAIL
1" = 1'-0"A5.1.3
3C PLAN DETAIL
1" = 1'-0"A5.1.3
1C PLAN DETAIL
1" = 1'-0"A5.1.3
7E PLAN DETAIL
1" = 1'-0"A5.1.3
5E PLAN DETAIL
1" = 1'-0"A5.1.3
3E PLAN DETAIL
1" = 1'-0"A5.1.3
1E PLAN DETAIL
NO. REASON DATE
1" = 1'-0"A5.1.3
3A PLAN DETAIL
1" = 1'-0"A5.1.3
5A PLAN DETAIL
LEVEL 2
214' - 0"
W W.5
LOBBY
287
WOMEN
220
CINEMA
293
PROJECTION
ROOM
301
A8.3.4
1B
ACT-1
+11' - 0"
GWB
+9' - 0"
ACT-8
+23' - 0"
TYP.
3' - 4"TYP.1' - 2"REFER TO STRUCTURAL DRAWINGS
FOR ALL DETAILS & SECTIONS FOR
CINEMA SEATING ASSEMBLY
UNOCCUPIED SPACE UNDER
CINEMA SEATING LEVEL 2 TO TOP OF LANDING14' - 0"8' - 0 3/4"23' - 6"5' - 5 1/4"
37' - 0"
A8.3.4
2B
A8.3.4
1A
LEVEL 2
214' - 0"
W W.5
WOMEN
220
LOBBY
287
CINEMA
293TYP.7"TYP.
1' - 8"LEVEL 2 TO TOP OF LANDING14' - 0"7' - 1 1/4"23' - 6"7' - 8 3/4"
LANDING
6' - 9 7/8"
TOTAL STAIR RUN
38' - 4"
A8.3.4
2A
07 81 00 - APPLIED
FIREPROOFING
REFER TO INTERIOR ELEVATIONS
FOR FINISH INFORMATION
ACT-1
+11' - 0"
ACT-8
+23' - 0"
GWB
+9' - 0"
REFER TO STRUCTURAL DRAWINGS
FOR ALL DETAILS & SECTIONS FOR
CINEMA SEATING ASSEMBLY
1' - 8"
UNOCCUPIED SPACE UNDER
CINEMA SEATING
SHEET CARPETING
TYP.7"LED STAIR LIGHT - SEE
ELECTRICAL LIGHTING PLANS
TYP.
1 1/2"
05 40 00 - 6" METAL STUD
FRAMING
09 29 00 - GYPSUM WALL BOARD
07 81 00 - APPLIED
FIREPROOFING
09/21/17
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
T: 919.474.2500
410 Blackwell St., Suite 10
Durham NC 27701
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
513-4526-00
09.21.17
A8.3.4
INTERIOR SECTIONS -
CINEMA
CAMPBELL UNIVERSITY
FOUNDATION STUDENT
UNION
PERMIT/BID SET
Rob Klinedinst, AIA
Will Harrison, AIA
Designer
NO. REASON DATE
3/8" = 1'-0"A8.3.4
3C ENLARGED SECTION AT CINEMA SEATING
3/8" = 1'-0"A8.3.4
3A ENLARGED SECTION AT CINEMA STAIRS
3" = 1'-0"A8.3.4
2A ENLARGED SECTION DETAIL
1 1/2" = 1'-0"A8.3.4
1B SECTION DETAIL AT CINEMA WINDOW
3" = 1'-0"A8.3.4
2B ENLARGED SECTION DETAIL
1 1/2" = 1'-0"A8.3.4
1A SECTION DETAIL
SEE ARCH
FFE
SEE ARCH
FFE
SEE PLAN
FFE
SEE ARCH
SPACING
6'-0" MAX3 5/8" STUD BRACE AT
NEXT STUD BEYOND
1/2"Ø ADH ANCHOR
AT STUD BRACE
(EMBED = 2 1/8")
3 5/8" 16 GA STUD
BRACE, SEE PLAN FOR
LOCATIONS
3 5/8" 16 GA STUD
WALL, TYP
NOTES:
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 /3E S3.1.5
COMPOSITE SLAB,
SEE PLAN
SEE PLAN
FFE
SEE PLAN
FFE
LT GA METAL TRACK
CONT L3 1/2x31/2x1/4
OTHER SIDE
LT GA METAL
TRACK
3 5/8" 16 GA STUD
AT 16" OC
3 5/8" 16 GA STUD w/ (2) #
10 SCREWS EA STUD,
ONE PER WALL
NON-COMPOSITE DECK ,
SEE /3E S3.1.5
COMPOSITE
SLAB, SEE PLAN
4"CONT L3 1/2x3 1/2x1/4
w/ #10 TEK SCREWS
#3 CONT
4"
#3 NOSING BAR, TYP
SEE ARCH
RISER EL VARIES4"3"
NORMAL WT CONC w/
WWF 6x6xW1.4xW1.4
SEE ARCH FOR
LOCATION AND SIZE OF
STEPS ON RISERS
#3 x7" LG AT 12" OC MIN (3)
PER STEP; EPOXY INTO
RISER (EMBED = 1 1/2")
RIGID
INSULATION
362S162-54 AT
16" OC, Fy = 50ksi
BRIDGING
AT 48" OC
NON-COMPOSITE DECK ,
SEE /3E S3.1.5
SEE ARCH
RISER EL VARIES
4"
4"
4"
CONT 16 GA TRACK, TYPX-ZF PINS AT 32" OC
OR APPROVED EQ
(EMBED 1 1/2")
#10 SCREWS AT
12" OC, TYP
#3 CONT S3 = 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 /ft
Sp = 0.167 in /ft; Sn = 0.165 in /ft
Fy = 60 PSI
CONT L3 1/2x3 1/2x1/4
w/ #10 TEK SCREWS
362S162-54 AT
16" OC, Fy = 50ksi
#3 CONT
BRIDGING AT 48" OC
4 4
3 3
TYP4"W10x15 UNDER EA LOAD
BRG WALL, SEE PLAN
1D
S3.1.5
COMPOSITE SLAB, SEE PLAN
W
11' - 6"4' - 0"4' - 6"
/3E S3.1.5
EOS
4"
CLCL
NON-COMPOSITE
SLAB, SEE
BEAM, SEE PLAN
BEAM, SEE PLAN
BEAM, SEE PLAN
CL
COMPOSITE, SEE PLAN
CONN BY SUPPLIER
WT4x7.5 AT 4'-0" OC
CONT L5x5x5/16
CONT L5x5x5/16
WT4x7.5 AT 4'-0" OC
1/4" PL
L4x4x1/4 HANGER, ES
CONT 1/4" BENT PL
JOIST, SEE PLAN
ROOF DECK, SEE PLAN
ROOFING, SEE ARCH
S3.1.5
3E
METAL STUDS BY
SUPPLIER, SEE ARCH
3/16
3/16
TYP
LOAD BRG METAL STUD
600S162-54 AT 16" OC
RIGID INSULATION
S3.2.3
3A
3/16
3/16
L4x4x1/4 KICKER
1
1
LEVEL 3
231' - 2 1/2"
SEE PLAN
FFE
CL CL CL
BEAM, SEE PLAN
JOIST, SEE PLAN
ROOF DECK, SEE PLAN
3/16 TYP
BEAM, SEE PLAN
SEE PLAN
EOS
HANGERS
BRACING,
SEE PLAN
COMPOSITE SLAB,
SEE PLAN
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
T: 919.474.2500
410 Blackwell St., Suite 10
Durham NC 27701
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
09/21/2017
CORPORATE LICENSE F-0467
513-4526-00
09/21/2017
S3.1.5
FLOOR FRAMING
DETAILS
CAMPBELL UNIVERSITY
FOUNDATION STUDENT
UNION
PERMIT/BID SET
Rob Klinedinst, AIA
Will Harrison, AIA
David Blankfard, PE
1 1/2" = 1'-0"S3.1.5
1E DETAIL
3/4" = 1'-0"S3.1.5
1D DETAIL
3/4" = 1'-0"S3.1.5
6E DETAIL
3/4" = 1'-0"S3.1.5
3E DETAIL
3/4" = 1'-0"S3.1.5
3B SECTION
3/4" = 1'-0"S3.1.5
1B SECTION
NO. REASON DATE
WALL RATINGS1-HOUR RATED FIRE BARRIER- (1H)2-HOUR RATED FIRE BARRIER- (2H)346ECAML1AAB1.2DZZYYDDDDDSTAIR 4119WOMEN120MEN121DRESS183DRESS182HOUSEKEEPING194ELECT./ IT124OFFICE181CAMPBELL TIMES187MULTI PURPOSE ROOM185FITNESS ENTRY180FITNESS122GMR191GMR193GMR190STORAGE184STOR.188OASIS BOH197THE OASIS196MATCHLINESEE/1E1.2.1BMATCHLINESEE/1E1.2.1B1RT11RT11RT11RT11RT11RT11RT11RT11RT11RT11RT11RT11RT11RT12RT12RT11RT11RT11RT11RT11RT11RT11RT11N11N12X1X21X11X2X2X1X11N11N13X23X21bSD11bSD17SD11bSD11bP81bP81bP81bP87WS17WS1ELP1D - 7P1ELP1D - 7P1ELP1D - 7P1ELP1D - 8P1ELP1D - 7P1ELP1D - 7P1ELP1D - 7P1ELP1D - 7P1ELP1D - 7P1ELP1D - 8P12RD12RD12RD12RD12RD12RD12RD12RD16RD12RD1ELP1D - 7P11aSD17SD11aSD11aSD17SD11aSD11aSD11aSD17SD11aSD11aSD17SD11aSD17SD11bSD17RD11bSD11bSD11aSD11aSD17SD11aSD11aSD17SD11RT11RT11RT13fSD17SD13fRD13fRD1ELP1D - 7P11ELP1D - 7P11ELP1D - 7P11ELP1D - 7P11ELP1D - 7P111RD1A1RD1A333D3DOSOSOSOS3CORRIDOR186GAMING189-2OASIS COOLER_1981RT11RT11bRD11bRD11bRD11bRD11T11aT11aT11aT11aT11aT17T11aT11aT11aT11aT11aT11aT11aT11aT11aT11aT11aT11aT11aT11aT11aT11aT11aT11aT13fRD13fRD12P43fRD1A3fRD13RT23RT23RT23RT23RT23RT23RT21RD1A1RD1A1RL1ELLS1B - 1WS2ELLS1B - 1WS2ELLS1B - 1WS2ELLS1B - 1WS2ELLS1B - 1WS2ELLS1B - 1WS2ELLS1B - 1WS21RL11RL11RL11RL11RL11RL11RL11RL12P42P41RD11RD13RT23RT21RD1A1RD1A1RD1A1RD1A1RD1A1RD1A1RD1A1RD1A1RD1A1RD1A1RD1A1RD1A1RD1A1RD1A1RD1A2P42P42P42P42P42P42P42P42P42P42P42P42P42P42P42P42P42P46P42P42P42P42P46P42P42P42P42P42P42P42P42P42P43RT22P42P42P42P42P46P4GMR1921RT11RT11RT11aT17T11aT11aT11aT11aT11aT17T11aT11aT11aT11aT17T11aT11aT11aT11aT11aT11aT11aT1X1ELLS1B - 1WS2X2X2EHLS1B4WS54WS51X2MOUNT FIXTURE AT 9' AFFMOUNT FIXTURE AT 7' 6" AFF3255WS45WS45WS45WS45WS45WS45WS45WS4OSNLNLNLNLDdb3c4WS5NLNLNLNLNLNLNLNLNLNLNLNLNLNLNLbababfaNLNLfNLNLd3ffffffddddddddaaaaaaaaa7X1X2E4.1.431bSD11bSD1?WS9?WS92X12X1RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVESUITE 300RALEIGH, NC 27617P: 919.941.9876 www.rmf.comw 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 DATEB1234567ACDEF513-4526-0009/21/2017E1.2.1AELECTRICAL LIGHTINGPLAN - LEVEL 1 - ACAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONBID/PERMIT SETALAN CAVEWILL HARRISONRMF EngineeringSCALE: 1/8" = 1'-0"E1.2.1ALIGHTING - LEVEL 1 - A10SCALE:UNIT OF MEASURE:GRAPHIC SCALE48816FEET1/8" = 1'-0"ABCDKEY PLANGENERAL NOTESCIRCUIT LIGHTING FIXTURES TO 20A-1P CIRCUIT BREAKER IN PANEL 'EHLS1B', USING 2#12,1#12G,3/4"C UNLESS OTHERWISE NOTED. CIRCUIT AS INDICATED.CIRCUIT EXTERIOR LIGHTING FIXTURES THROUGH LIGHTING CONTACTOR IN ELECT/IT 160. REFERTO DETAILS FOR MORE INFORMATION.1.DRAWING NOTES1PROVIDE LIGHTING CONTACTOR FOR CONTROL OF EXTERIOR LIGHTING CIRCUITS. REFER TODETAILS FOR MORE INFORMATION.2.1NO. REASON DATE
SYMBOLDESCRIPTIONFLOW SWITCHPOST INDICATING VALVEBACKFLOW PREVENTER (DOUBLE CHECK TYPE)OUTSIDE STEM AND YOKE VALVEOUTSIDE STEM AND YOKE VALVE WITH TAMPER SWITCHSPRINKLER HEADSIDEWALL SPRINKLER HEADFIRE DEPARTMENT SIAMESE CONNECTION (WALL MOUNTED)FIRE DEPARTMENT SIAMESE CONNECTION (FREE-STANDING)FIRE PUMP TEST HEADERFIRE PUMP TEST HEADER (FREE-STANDING)FIRE DEPARTMENT HOSE VALVEFIRE DEPARTMENT HOSE VALVE IN CABINETFIRE DEPARTMENT ANGLE HOSE VALVEALARM CHECK VALVEDRY PIPE VALVEDRY PIPE VALVE WITH ACCELERATOR OR EXHAUSTERDELUGE VALVEPREACTION VALVEWATER MOTOR GONGTWO-HOSE CONNECTION WALL HYDRANTJOCKEY PUMPFIRE PUMPTSFSPIVCOMPONENTS AND SPECIALTIESDRY SPRINKLER LINEDSPSYMBOLDESCRIPTIONFIRE LINEFSPRINKLER DRAIN LINEDSPRINKLER LINESPRPIPING SYMBOLSSYMBOLDESCRIPTIONFFIRE RISER DESIGNATION (STANDPIPE / DRAIN)RISER NUMBERRISER DESIGNATIONSFIRE PUMP DESIGNATIONFIRE PUMP CONTROLLER DESIGNATIONJOCKEY PUMP DESIGNATIONSYMBOLDESCRIPTIONFP-XFPC-XJP-XEQUIPMENT DESIGNATIONSRMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVESUITE 300RALEIGH, NC 27617P: 919.941.9876 www.rmf.comw 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 DATEB1234567ACDEF513-4526-0009/21/17FP0.1.0FIRE PROTECTIONNOTES, SYMBOLS, ANDABBREVIATIONSCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONBID/PERMIT SETALAN CAVEBLAKE SMITHHUNTER LOHRSPRINKLER SYSTEM DESIGN CRITERIA:1. THE FIRE PROTECTION CONTRACTOR SHALL DESIGN AND INSTALL AN AUTOMATIC CLASS 1SPRINKLER SYSTEM FOR THE ENTIRE BUILDING.2. THE HYDRAULIC CALCULATIONS SHALL INCLUDE A 250 GALLON PER MINUTE ALLOWANCE FOROUTDOOR HOSE STREAMS.3. WATER FLOW DATA:SOURCE: CAMPBELL PARKING LOT ALONG TT LANIER RDSTATIC PRESSURE: 48RESIDUAL PRESSURE: 45@ 1,160 GPMTESTED BY: STEWART ENGINEERINGDATE TESTED: 11/7/16HAZARD CLASSIFICATION AND DESIGN DENSITYLIGHT HAZARD (0.10 GPM/SF/1500 SF)OFFICERESTROOMCORRIDORSTAIRVESTIBULEWORKROOMSPIRIT GEARMEETINGRECEPTIONGROUP MEETINGDININGGAMINGCAMPBELL TIMESFITNESSDRESSRESIDENTIAL DININGORDINARY HAZARD GROUP 1 (0.15 GPM/SF/1500 SF)MECHANICALELECTRICALIDFELEVATORELEVATOR MACHINEJANITORMACHINE ROOMORDINARY HAZARD GROUP 2 (0.20 GPM/SF/1500 SF)STORAGEFILES/SUPPLYLOADING DOCKNO. REASON DATE
WALL RATINGS1-HOUR RATED FIRE BARRIER- (1H)2-HOUR RATED FIRE BARRIER- (2H)1236ACDLMXZAADD5WCCBB4U2.8V1.2V.2A.5BB.5W.5TSX.8BXXX6.2AAA6" F2" D6" FSPRINKLER ZONEASSEMBLY6" STANDPIPE ANDSPRINKLER UP & DNF3STAIR 4119WOMEN120MEN121DRESS183DRESS182HOUSEKEEPING194ELECT./ IT124OFFICE181CAMPBELL TIMES187MULTI PURPOSE ROOM185FITNESS ENTRY180FITNESS122GMR191GMR192GMR193GMR190STORAGE184ELEVATOR125STOR.188??????THE OASIS196CAFE LOUNGE1952" DRAIN TO DAYLIGHT, 18"AFG WITH SLASHBLOCK2" D UPZONE STANDPIPE F-3SPRINKLER NOT REQUIERDIN 2-HR RATED ROOMP4.3.10FP1.1.1A1P4.3.10FP1.1.1A3P4.3.10FP1.1.1A4RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVESUITE 300RALEIGH, NC 27617P: 919.941.9876 www.rmf.comw 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 DATEB1234567ACDEF513-4526-0009/21/17FP1.1.1AFIRE PROTECTIONLEVEL 1 - ACAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONBID/PERMIT SETALAN CAVEBLAKE SMITHHUNTER LOHRSCALE: 1/8" = 1'-0"FP1.1.1AFIRE PROTECTION - LEVEL 1 - A1SHEET NOTES0SCALE:UNIT OF MEASURE:GRAPHIC SCALE48816FEET1/8" = 1'-0"NOTE:THESE DRAWINGS ARE DIAGRAMATIC AND ARE NOT INTENDED TO CONVEY EXACT DIMENSIONS.SIZE AND/OR LOCATION OF ALL NEW OR EXISTINGARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL, OR ELECTRICAL EQUIPMENT OR RATURES, EITHER SHOWN OR INFERED. THE INFORMATIONCONTAINED IN THESE DRAWINGS SHALL BE USED AS PART OF AN ENTIRE INTACT SET OF CONTRACT DOCUMENTS, INCLUDING ANY SEPERATE WRITTENSPECIFICATIONS. THE ONTRACTOR SHALL THUROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AT THE JOBSITE. THE CONTRACTORSHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES TO MINIMIZE CONFLICT AND INTERFERENCE THROUGHOUT THE PROJECT.1ABCDKEY PLANNO. REASON DATEPROVIDE SPRINKLER HEAD AT TOP AND BOTTOM OF ELEVATOR SHAFT.11
WALL RATINGS1-HOUR RATED FIRE BARRIER- (1H)2-HOUR RATED FIRE BARRIER- (2H)67ACDLMWXZDDEEVA.5W.5DD.5STBXXX6.2T1T2TATBZONESTANDPIPE F-36" F6" FP4.3.10FP1.1.1A1P4.3.10FP1.1.1A4RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVESUITE 300RALEIGH, NC 27617P: 919.941.9876 www.rmf.comw 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 DATEB1234567ACDEF513-4526-0009/21/17FP1.1.1BFIRE PROTECTIONLEVEL 1 - BCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONBID/PERMIT SETALAN CAVEBLAKE SMITHHUNTER LOHRSCALE: 1/8" = 1'-0"FP1.1.1BFIRE PROTECTION - LEVEL 1 - B1SHEET NOTES0SCALE:UNIT OF MEASURE:GRAPHIC SCALE48816FEET1/8" = 1'-0"NOTE:THESE DRAWINGS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO CONVEY EXACT DIMENSIONS AND/OR LOCATION OF ALL NEW OR EXISTINGARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL, OR ELECTRICAL EQUIPMENT OR RAPTURES, EITHER SHOWN OR INFERRED. THE INFORMATIONCONTAINED IN THESE DRAWINGS SHALL BE USED AS PART OF AN ENTIRE INTACT SET OF CONTRACT DOCUMENTS, INCLUDING ANY SEPARATE WRITTENSPECIFICATIONS. THE CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AT THE JOBSITE. THE CONTRACTORSHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES TO MINIMIZE CONFLICT AND INTERFERENCE THROUGHOUT THE PROJECT.ABCDKEY PLANNO. REASON DATE
WALL RATINGS1-HOUR RATED FIRE BARRIER- (1H)2-HOUR RATED FIRE BARRIER- (2H)78910DERLWXZYDDEEFFHHJJVGGW.512TSDD.5EE.5FF.5XXXSPRINKLER ZONEASSEMBLY6" STANDPIPE ANDSPRINKLER UP & DNF26" F6" FWOMEN117MEN116STAIR 3115MAIN ELECTRICAL ROOM152EMERGENCY ELECTRICALROOM151PIZZA/GRILL WALK-IN138PIZZA/GRILL132BBQ133BAKESHOP/HOME134GLOBAL GRILL135DISHWAREWASH149RESIDENTIAL DINING131JAN141CORRIDOR1482" D UPZONE STANDPINE F-22" DRAIN TO DAYLIGHT, 18"AFG WITH SLASHBLOCKSPRINKLER NOT REQUIERDIN 2-HR RATED ROOMSPRINKLER NOT REQUIERDIN 2-HR RATED ROOMP4.3.10FP1.1.1C6RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVESUITE 300RALEIGH, NC 27617P: 919.941.9876 www.rmf.comw 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 DATEB1234567ACDEF513-4526-0009/21/17FP1.1.1CFIRE PROTECTIONLEVEL 1 - CCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONBID/PERMIT SETALAN CAVEBLAKE SMITHHUNTER LOHRSCALE: 1/8" = 1'-0"FP1.1.1CFIRE PROTECTION - LEVEL 1 - C1SHEET NOTES0SCALE:UNIT OF MEASURE:GRAPHIC SCALE48816FEET1/8" = 1'-0"NOTE:THESE DRAWINGS ARE DIAGRAMATIC AND ARE NOT INTENDED TO CONVEY EXACT DIMENSIONS.SIZE AND/OR LOCATION OF ALL NEW OR EXISTINGARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL, OR ELECTRICAL EQUIPMENT OR RATURES, EITHER SHOWN OR INFERED. THE INFORMATIONCONTAINED IN THESE DRAWINGS SHALL BE USED AS PART OF AN ENTIRE INTACT SET OF CONTRACT DOCUMENTS, INCLUDING ANY SEPERATE WRITTENSPECIFICATIONS. THE ONTRACTOR SHALL THUROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AT THE JOBSITE. THE CONTRACTORSHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES TO MINIMIZE CONFLICT AND INTERFERENCE THROUGHOUT THE PROJECT.1ABCDKEY PLANWATERFIRE REQUIREMENTS ON HOODS IN THIS AREAPIPE INLET SIZE: 2"MIN PRESSURE: 40 PSIMAX PRESSURE: 70 PSIMAX STATIC PRESSURE: 125 PSIMIN FLOWRATE: 45.12 GPM11NO. REASON DATE
WALL RATINGS1-HOUR RATED FIRE BARRIER- (1H)2-HOUR RATED FIRE BARRIER- (2H)7891011ACDERWXDDEEFFHHJJVGGA.512W.5TSDD.5EE.5FF.5BC.9HH.5T2TATB6" F2 1/2"DSP6" F6" F2 1/2"DSP6" F SERVICE REFER TOCIVIL FOR CONTINUATIONBFPFP-1JP-1SPRINKLER ZONEASSEMBLY2" DRAIN TO DAYLIGHT6" STANDPIPE ANDSPRINKLER UP & DN2" DRAIN UP4" TO FDCSEE CIVIL6" TEST HEADER2" DRAINF1LOADING DOCK153ELEVATOR109MEN106ELECT./ IT108STAIR 2111WOMEN107OFFICE169UNION ADMIN.166MACHINE ROOM112SPIRIT GEAR165OFFICE173OFFICE172FIRE PUMP164BUILDING STORAGE161BAG IN BOX146CHEF OFFICE158FOOD SERVICE OPERATIONS157KITCHEN BOH142FREEZER WALK-IN143COOLER WALK-IN144WOMEN156MEN155MAIL/ STORAGE1682" DZONE STANDPIPE F-1FIRE PUMPCONTROLLERJOCKEY PUMP CONTROLLERFIRE PUMP CLEARANCESPRINKLER NOT REQUIERDIN 2-HR RATED ROOMDRY PIPESPRINKLERZONEP4.3.10FP1.1.1D2P4.3.10FP1.1.1D5P4.3.10FP1.1.1C611CD12SC.911CD12C.9S11CD12SC.96" F SERVICE REFER TOCIVIL FOR CONTINUATIONBFPFP-1JP-14" TO FDCSEE CIVIL6" TEST HEADER2" DRAINMACHINE ROOM112FIRE PUMP164FIRE PUMPCONTROLLERJOCKEY PUMPCONTROLLERFIRE PUMPCLEARANCEAIR COMPRESSOR FOR DRY PIPE6" F2 1/2"DSPRMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVESUITE 300RALEIGH, NC 27617P: 919.941.9876 www.rmf.comw 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 DATEB1234567ACDEF513-4526-0009/21/17FP1.1.1DFIRE PROTECTIONLEVEL 1 - DCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONBID/PERMIT SETALAN CAVEBLAKE SMITHHUNTER LOHRSCALE: 1/8" = 1'-0"FP1.1.1DFIRE PROTECTION - LEVEL 1 - D1SHEET NOTES0SCALE:UNIT OF MEASURE:GRAPHIC SCALE48816FEET1/8" = 1'-0"NOTE:THESE DRAWINGS ARE DIAGRAMATIC AND ARE NOT INTENDED TO CONVEY EXACT DIMENSIONS.SIZE AND/OR LOCATION OF ALL NEW OR EXISTINGARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL, OR ELECTRICAL EQUIPMENT OR RATURES, EITHER SHOWN OR INFERED. THE INFORMATIONCONTAINED IN THESE DRAWINGS SHALL BE USED AS PART OF AN ENTIRE INTACT SET OF CONTRACT DOCUMENTS, INCLUDING ANY SEPERATE WRITTENSPECIFICATIONS. THE ONTRACTOR SHALL THUROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AT THE JOBSITE. THE CONTRACTORSHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES TO MINIMIZE CONFLICT AND INTERFERENCE THROUGHOUT THE PROJECT.1ABCDKEY PLANSCALE: 1/4" = 1'-0"FP1.1.1DFIRE PROTECTION - FIRE PUMP ROOM2NO. REASON DATE1PROVIDE SPRINKLER HEAD AT TOP AND BOTTOM OF ELEVATOR
WALL RATINGS1-HOUR RATED FIRE BARRIER- (1H)2-HOUR RATED FIRE BARRIER- (2H)1236ACDLMXZAADD5WCCBB4U2.8V1.2V.2A.5BB.5W.5TSX.8BXXX6.2AAASPRINKLERZONE ASSEMBLY6" STANDPIPE ANDSPRINKLER DNF32" D DN??ELEVATOR225CHASE281ELECT./IT224STAIR 4219PINE BURR289GMR285SMOOTHIE BAR294GMR286GMR284STOR.290ZONE STANDPIPE F-3SPRINKLER NOT REQUIERD IN2-HR RATED ROOMP4.3.10FP1.1.1A1P4.3.10FP1.1.1A3P4.3.10FP1.1.1A4WAACCBBV.2BB.5AAAMEN221WOMEN220ZONE STANDPIPE F-3RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVESUITE 300RALEIGH, NC 27617P: 919.941.9876 www.rmf.comw 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 DATEB1234567ACDEF513-4526-0009/21/17FP1.1.2AFIRE PROTECTIONLEVEL 2 - ACAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONBID/PERMIT SETALAN CAVEBLAKE SMITHHUNTER LOHRSCALE: 1/8" = 1'-0"FP1.1.2AFIRE PROTECTION - LEVEL 2 - A1SHEET NOTES0SCALE:UNIT OF MEASURE:GRAPHIC SCALE48816FEET1/8" = 1'-0"NOTE:THESE DRAWINGS ARE DIAGRAMATIC AND ARE NOT INTENDED TO CONVEY EXACT DIMENSIONS.SIZE AND/OR LOCATION OF ALL NEW OR EXISTINGARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL, OR ELECTRICAL EQUIPMENT OR RATURES, EITHER SHOWN OR INFERED. THE INFORMATIONCONTAINED IN THESE DRAWINGS SHALL BE USED AS PART OF AN ENTIRE INTACT SET OF CONTRACT DOCUMENTS, INCLUDING ANY SEPERATE WRITTENSPECIFICATIONS. THE ONTRACTOR SHALL THUROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AT THE JOBSITE. THE CONTRACTORSHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES TO MINIMIZE CONFLICT AND INTERFERENCE THROUGHOUT THE PROJECT.1ABCDKEY PLANNO. REASON DATESCALE: 1/8" = 1'-0"FP1.1.2AFIRE PROTECTION - LEVEL 2 - A RESTROOM2
WALL RATINGS1-HOUR RATED FIRE BARRIER- (1H)2-HOUR RATED FIRE BARRIER- (2H)67ACDLMWXZDDEEVA.5W.5DD.5STBXXX6.2T1T2TATBMEETING280ZONESTANDPIPE F-3P4.3.10FP1.1.1A1P4.3.10FP1.1.1A4RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVESUITE 300RALEIGH, NC 27617P: 919.941.9876 www.rmf.comw 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 DATEB1234567ACDEF513-4526-0009/21/17FP1.1.2BFIRE PROTECTIONLEVEL 2 - BCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONBID/PERMIT SETALAN CAVEBLAKE SMITHHUNTER LOHRSCALE: 1/8" = 1'-0"FP1.1.2BFIRE PROTECTION - LEVEL 2 - B1SHEET NOTES0SCALE:UNIT OF MEASURE:GRAPHIC SCALE48816FEET1/8" = 1'-0"NOTE:THESE DRAWINGS ARE DIAGRAMATIC AND ARE NOT INTENDED TO CONVEY EXACT DIMENSIONS.SIZE AND/OR LOCATION OF ALL NEW OR EXISTINGARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL, OR ELECTRICAL EQUIPMENT OR RATURES, EITHER SHOWN OR INFERED. THE INFORMATIONCONTAINED IN THESE DRAWINGS SHALL BE USED AS PART OF AN ENTIRE INTACT SET OF CONTRACT DOCUMENTS, INCLUDING ANY SEPERATE WRITTENSPECIFICATIONS. THE ONTRACTOR SHALL THUROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AT THE JOBSITE. THE CONTRACTORSHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES TO MINIMIZE CONFLICT AND INTERFERENCE THROUGHOUT THE PROJECT.1ABCDKEY PLANNO. REASON DATE
WALL RATINGS1-HOUR RATED FIRE BARRIER- (1H)2-HOUR RATED FIRE BARRIER- (2H)78910DERLWXZYDDEEFFHHJJVGGW.512TSDD.5EE.5FF.5XXXSPRINKLERASSEMBLY6" STANDPIPE ANDSPRINKLER DNF22" D DNWOMEN217MEN216CORRIDOR205STAIR 3215DINING ROOM231PREFUNCTION230ZONE STANDPINE F-2CATERING MEETING242CATERING OFFICE243HOUSEKEEPING (DRY)241P4.3.10FP1.1.1C6RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVESUITE 300RALEIGH, NC 27617P: 919.941.9876 www.rmf.comw 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 DATEB1234567ACDEF513-4526-0009/21/17FP1.1.2CFIRE PROTECTIONLEVEL 2 - CCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONBID/PERMIT SETALAN CAVEBLAKE SMITHHUNTER LOHRSCALE: 1/8" = 1'-0"FP1.1.2CFIRE PROTECTION - LEVEL 2 - C1SHEET NOTES0SCALE:UNIT OF MEASURE:GRAPHIC SCALE48816FEET1/8" = 1'-0"NOTE:THESE DRAWINGS ARE DIAGRAMATIC AND ARE NOT INTENDED TO CONVEY EXACT DIMENSIONS.SIZE AND/OR LOCATION OF ALL NEW OR EXISTINGARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL, OR ELECTRICAL EQUIPMENT OR RATURES, EITHER SHOWN OR INFERED. THE INFORMATIONCONTAINED IN THESE DRAWINGS SHALL BE USED AS PART OF AN ENTIRE INTACT SET OF CONTRACT DOCUMENTS, INCLUDING ANY SEPERATE WRITTENSPECIFICATIONS. THE ONTRACTOR SHALL THUROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AT THE JOBSITE. THE CONTRACTORSHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES TO MINIMIZE CONFLICT AND INTERFERENCE THROUGHOUT THE PROJECT.1ABCDKEY PLANNO. REASON DATE
7891011ACDERLWXDDEEFFHHJJVGGA.512W.5TSDD.5EE.5FF.5BC.9HH.5T1T2TATBSPRINKLERASSEMBLY6" STANDPIPE ANDSPRINKLER DNF1??POT WASH238ELECT./ IT208CHASE278MEN206WOMEN207STAIR 2211STORAGE/ STAGING253GRAD ASST - PROGRAM269ASST. DIRECTOR STUDENTAFFAIRS259DIRECTOR STUDENTACTIVITIES261ASST. DIRECTOR GREEK LIFE263GRAD ASST - SGA267??COPY/ SUPPLY255??INTL OPEN OFFICE275GROWTH/ SM MTG254SM MEETING260GREEK LIFE EXEC. OFFICE258SM MEETING266SM MEETING270CAB EXEC. OFFICE273SGA EXEC. OFFICE265GREEK LIFE OPEN OFFICE256CONFERENCE268CAB OPEN OFFICE272GRAD ASST - INTL276STUDENT INVOLVEMENT252CAB PREP ROOM274GRAD ASST - GREEK LIFE257??ELEVATOR209CATERING KITCHEN232??SGA OPEN OFFICE264??2" D DNZONE STANDPIPE F-1SPRINKLER NOT REQUIERDIN 2-HR RATED ROOMP4.3.10FP1.1.1D2P4.3.10FP1.1.1D5P4.3.10FP1.1.1C6WALL RATINGS1-HOUR RATED FIRE BARRIER- (1H)2-HOUR RATED FIRE BARRIER- (2H)RMF ENGINEERING, INC.8081 ARCO CORPORATE DRIVESUITE 300RALEIGH, NC 27617P: 919.941.9876 www.rmf.comw 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 DATEB1234567ACDEF513-4526-0009/21/17FP1.1.2DFIRE PROTECTIONLEVEL 2 - DCAMPBELL UNIVERSITYFOUNDATION STUDENTUNIONBID/PERMIT SETALAN CAVEBLAKE SMITHHUNTER LOHRSCALE: 1/8" = 1'-0"FP1.1.2DFIRE PROTECTION - LEVEL 2 - D1SHEET NOTES0SCALE:UNIT OF MEASURE:GRAPHIC SCALE48816FEET1/8" = 1'-0"NOTE:THESE DRAWINGS ARE DIAGRAMATIC AND ARE NOT INTENDED TO CONVEY EXACT DIMENSIONS.SIZE AND/OR LOCATION OF ALL NEW OR EXISTINGARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL, OR ELECTRICAL EQUIPMENT OR RATURES, EITHER SHOWN OR INFERED. THE INFORMATIONCONTAINED IN THESE DRAWINGS SHALL BE USED AS PART OF AN ENTIRE INTACT SET OF CONTRACT DOCUMENTS, INCLUDING ANY SEPERATE WRITTENSPECIFICATIONS. THE ONTRACTOR SHALL THUROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AT THE JOBSITE. THE CONTRACTORSHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES TO MINIMIZE CONFLICT AND INTERFERENCE THROUGHOUT THE PROJECT.1ABCDKEY PLANNO. REASON DATE
LEVEL 1
196' - 0"
LEVEL 2
214' - 0"
JJ
TOP OF STEEL.LOW
231' - 2 1/2"
5/8"
05 12 00 - STRUCTURAL STEEL
FRAMING
05 12 00 - STRUCTURAL STEEL
FRAMING
A5.2.2
4E
Sim
A5.2.4
5D5/8"
STAIR 3
115
STAIR 3
215 2' - 9 1/2"17' - 2 1/2"18' - 0"38' - 0"07 54 00 - TPO ROOFING
07 81 00 - APPLIED
FIREPROOFING
04 20 00 - MODULAR BRICK
03 45 00 - PAC PANEL 8Y
E.O.S.
1' - 4"
F.O.B.
2' - 4"
F.O.S.
1' - 4"
F.O.B.
2' - 0"
E.O.S.
1' - 4"
07 81 00 - APPLIED
FIREPROOFING
07 81 00 - APPLIED
FIREPROOFING
07 81 00 - APPLIED
FIREPROOFING
LEVEL 2
214' - 0"
JJ
LOADING DOCK BASE
192' - 0"
TOP OF STEEL.LOW
231' - 2 1/2"05 12 00 - STRUCTURAL STEEL
FRAMING
A5.2.4
1B
A5.2.4
1A
A5.2.4
1D 2' - 9 1/2"17' - 2 1/2"22' - 0"42' - 0"F.O.B.
2' - 0"
192' - 8"
07 54 00 - TPO ROOFING
04 20 00 - MODULAR BRICK
07 21 00 - MINERAL BOARD
INSULATION
12 22 00 - ROLLER WINDOW
SHADES
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
07 81 00 - APPLIED
FIREPROOFING
04 20 00 - MODULAR BRICK
08 11 13 - HM DOOR
03 30 00 - CIP SLAB ON GRADE
03 30 00 - CIP FOOTING
EMERGENCY
ELECTRICAL
ROOM
151
WELLNESS
ROOM
241
EAFS-25
03 45 00 - PAC PANEL 8Y
03 45 00 - PAC PANEL 6Y
03 45 00 - PAC PANEL 19Y
03 45 00 - PAC PANEL 15Y
F.O.G.
1' - 4"
E.O.S.
1' - 4"
F.O.S.
1' - 4"
LEVEL 1
196' - 0"
LEVEL 2
214' - 0"
Z
05 12 00 - STRUCTURAL STEEL
FRAMING
5/8"
5/8"
A5.2.1
3A
Sim
A5.2.1
3C Sim
TOP OF STEEL.HIGH
233' - 10 1/2"2' - 1 1/2"19' - 10 1/2"18' - 0"40' - 0"F.O.B.
2' - 0"
07 54 00 - TPO ROOFING
07 81 00 - APPLIED
FIREPROOFING
04 20 00 - MODULAR BRICK
07 81 00 - APPLIED
FIREPROOFING
03 30 00 - CIP SLAB ON GRADE
03 30 00 - CIP FOOTING
PREFUNCTION
230
RESIDENTIAL
DINING
131
03 45 00 - PAC PANEL 8Y
03 45 00 - PAC PANEL 5Y
E.O.S.
1' - 4"
F.O.B.
2' - 4"
F.O.S.
1' - 4"
E.O.S.
1' - 4"
07 81 00 - APPLIED
FIREPROOFING
LEVEL 1
196' - 0"
LEVEL 2
214' - 0"
TOP OF STEEL.LOW
231' - 2 1/2"
05 12 00 - STRUCTURAL STEEL
FRAMING
05 12 00 - STRUCTURAL STEEL
FRAMING
A5.2.2
2C
Sim
A5.2.2
4E
Sim
Y
2' - 9 1/2"17' - 2 1/2"18' - 0"38' - 0"07 54 00 - TPO ROOFING
04 20 00 - MODULAR BRICK
07 21 00 - MINERAL BOARD
INSULATION
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
08 44 13 - LATERAL ANCHOR
03 30 00 - CIP SLAB ON GRADE
08 41 13 - STOREFRONT ENTRY
DOOR
03 30 00 - CIP WALL
03 30 00 - CIP FOOTING
STAIR 3
115
STAIR 3
215
EAFS-26
03 45 00 - PAC PANEL 8Y
03 45 00 - PAC PANEL 6Y
E.O.S.
2' - 8"
F.O.S.
2' - 8"
F.O.B.
3' - 4"
F.O.G.
2' - 8"
07 81 23 - INTUMESCENT
FIREPROOFING
07 81 00 - APPLIED
FIREPROOFING
09/21/17
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
T: 919.474.2500
410 Blackwell St., Suite 10
Durham NC 27701
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
513-4526-00
09.21.17
A3.2.6
WALL SECTIONS
CAMPBELL UNIVERSITY
FOUNDATION STUDENT
UNION
PERMIT/BID SET
Rob Klinedinst, AIA
Will Harrison, AIA
LITTLE
1/2" = 1'-0"A3.2.6
4A SECTION DETAIL - WS01 TYP. AT EAST ELEVATION
1/2" = 1'-0"A3.2.6
6A WALL SECTION - WS01 AT ELECTRICAL ROOM EAST ELEVATION
1/2" = 1'-0"A3.2.6
1A WALL SECTION - WS01 AT FOOD SERVICE NORTH ELEVATION 2
1/2" = 1'-0"A3.2.6
2A WALL SECTION - WS01 OPENING AT STAIR 3 NORTH ELEVATION
NO. REASON DATE
LEVEL 1
196' - 0"
LEVEL 2
214' - 0"
E
05 12 00 - STRUCTURAL STEEL
FRAMING
A5.2.7
4A
A5.2.7
4D
FOB
2' - 0"
MACHINE
ROOM
112
A5.2.7
11
18' - 0"8' - 0"04 20 00 - 8" CONCRETE
MASONRY UNIT (CMU)
04 20 00 - MODULAR BRICK
07 54 00 - TPO ROOFING
07 81 00 - APPLIED
FIREPROOFING
03 30 00 - CIP SLAB ON GRADE
04 20 00 - 4" CONCRETE
MASONRY UNIT (CMU)
03 30 00 - CIP WALL
03 30 00 - CIP FOOTING
03 45 00 - PAC PANEL 8Y
03 45 00 - PAC PANEL 5Y
E.O.S.
1' - 4"
F.O.B.
2' - 4"
1' - 4"
LEVEL 1
196' - 0"
LEVEL 2
214' - 0"
TOP OF STEEL.LOW
231' - 2 1/2"
A5.2.7
1D
A5.2.7
1A
A5.2.7
1B
A5.2.7
1E
2' - 9 1/2"17' - 2 1/2"18' - 0"INTL
OPEN
OFFICE
275
FIRE
PUMP
164
07 54 00 - TPO ROOFING
07 81 00 - APPLIED
FIREPROOFING
07 21 00 - MINERAL BOARD
INSULATION
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
04 20 00 - MODULAR BRICK
05 40 00 - 6" METAL STUD
FRAMING
08 11 13 - HM DOOR
03 30 00 - CIP FOOTING
07 81 00 - APPLIED
FIREPROOFING
12 22 00 - ROLLER WINDOW
SHADES
EAFS-23
03 45 00 - PAC PANEL 13Y
03 45 00 - PAC PANEL 15Y
LEVEL 1
196' - 0"
LEVEL 2
214' - 0"
11
TOP OF STEEL.LOW
231' - 2 1/2"
A5.2.2
4C
Sim
A5.2.1
1E
Sim
A5.2.1
1A Sim
FOB
2' - 0 1/4"
07 81 00 - APPLIED
FIREPROOFING
07 81 00 - APPLIED
FIREPROOFING
17' - 2 1/2"18' - 0"8' - 0"35' - 2 1/2"GRAD
ASST -
INTL
276
MGR./CASH
OFFICE
163
07 21 00 - MINERAL BOARD
INSULATION
12 22 00 - ROLLER WINDOW
SHADES
08 44 13 - MULLION EXTENSION
04 20 00 - 4" CONCRETE
MASONRY UNIT (CMU)
04 20 00 - MODULAR BRICK
04 20 00 - 8" CONCRETE
MASONRY UNIT (CMU)
08 44 13 - GLAZED ALUMINUM
CURTAIN WALL
EAFS-03
03 45 00 - PAC PANEL 9Y
LEVEL 1
196' - 0"
LEVEL 2
214' - 0"
11
TOP OF STEEL.LOW
231' - 2 1/2"
E.O.S.
3' - 4"
F.O.B.
2' - 0"
A5.2.2
4C
Sim
A5.2.8
5D
A5.2.8
5A 17' - 2 1/2"18' - 0"35' - 2 1/2"3' - 5 1/2"8' - 0"A5.2.1
1E
Sim
03 30 00 - CIP FOOTING
03 30 00 - CIP WALL
04 20 00 - MODULAR BRICK
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
03 45 00 - PRECAST HEADER
03 45 00 - PRECAST
ARCHITECTURAL CONCRETE
07 41 13.16 - STANDING-SEAM
METAL ROOF PANELS
03 45 00 - PRECAST HEADER
04 20 00 - MODULAR BRICK
07 31 13 - ASPHALT SHINGLES
07 81 00 - APPLIED
FIREPROOFING
07 81 00 - APPLIED
FIREPROOFING
09/21/17
w w w . l i t t l e o n l i n e . c o m
This drawing and the design shown are the property
of Little Diversified Architectural Consulting. The
reproduction, copying or other use of this drawing
without their written consent is prohibited and any
infringement will be subject to legal action.
Little 2017c
T: 919.474.2500
410 Blackwell St., Suite 10
Durham NC 27701
PROJECT MANAGER
DESIGN TEAM
PRINCIPAL IN CHARGE
PROJECT TEAM
REVISIONS
PROJECT NAME
SHEET TITLE
PROJECT NO.
SHEET NUMBER
ISSUE FOR
ISSUE DATE
B
1 2 3 4 5 6 7
A
C
D
E
F
513-4526-00
09.21.17
A3.2.8
WALL SECTIONS
CAMPBELL UNIVERSITY
FOUNDATION STUDENT
UNION
PERMIT/BID SET
Rob Klinedinst, AIA
Will Harrison, AIA
LITTLE
1/2" = 1'-0"A3.2.8
1A WALL SECTION AT MECHANICAL ROOM
1/2" = 1'-0"A3.2.8
2A WALL SECTION AT FIRE PUMP ROOM
1/2" = 1'-0"A3.2.8
4A WALL SECTION AT BOOKSTORE
1/2" = 1'-0"A3.2.8
6A WALL SECTION AT BOOKSTORE
NO. REASON DATE