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STRUCTURAL PLANSw 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 2016c PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE PROJECT NO. SHEET NUMBER ISSUE FOR ISSUE DATE 410 Blackwell St. Suite 10 Durham, NC 27701 T: 919-474-2500 10/06/17 10/9/2017 3:30:53 PM C:\Users\katie.buckman\Documents\513.7505.00_CU_WrestlingExpansion_A-16_katie.buckman.rvt513.7505.00 CS COVER SHEET Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman Anne Lebo Campbell Convocation Center Wrestling Department Renovation and Expansion 56 Main Street, Buies Creek, NC 27506 BID/PERMIT SET - 10/06/17 OWNER Campbell University 143 Main Street Buies Creek, NC 27506 919-893-1200 Jim Roberts ARCHITECT Little 410 Blackwell St. Suite 10 Durham, NC 27701 919-474-2500 Katie Buckman, AIA FIRE PROTECTION Little 410 Blackwell St. Suite 10 Durham, NC 27701 919-474-2500 Miles Grubbs, PE MECHANICAL Little 410 Blackwell St. Suite 10 Durham, NC 27701 919-474-2500 Miles Grubbs, PE ELECTRICAL/ FA Little 410 Blackwell St. Suite 10 Durham, NC 27701 919-474-2500 Melissa Taylor, PE 07 - PLUMBING P0.0.1 PLUMBING GENERAL NOTES, SCHEDULES, AND DETAILS PD101 PLUMBING DEMOLITION FLOOR PLAN P1.1.1 PLUMBING DRAINAGE PLAN - LEVEL 1 P1.2.1 PLUMBING PIPING PLAN - LEVEL 1 P1.3.1 PLUMBING ROOF PLAN P7.1.1 PLUMBING RISER 08 - FIRE SUPPRESSION FS1.0.1 FIRE PROTECTION PLAN - LEVEL 1 09 - MECHANICAL M0.0.1 MECHANICAL GENERAL NOTES & LEGEND M1.1.1 MECHANICAL DUCTWORK PLAN - LEVEL 1 M1.1.2 MECHANICAL PLAN - ROOF M5.0.1 MECHANICAL DETAILS M6.0.1 MECHANICAL SCHEDULES AND CONTROL DIAGRAM 10 - ELECTRICAL E0.0.0 ELECTRICAL COVERSHEET ED1.1.1 DEMOLITION POWER PLAN - CONVOCATION AREA C ED1.2.1 DEMOLITION LIGHTING PLAN - CONVOCATION AREA C E1.1.1 POWER PLAN - CONVOCATION AREA C E1.2.1 LIGHTING PLAN - CONVOCATION AREA C E1.3.1 MECHANICAL POWER PLAN - CONVOCATION AREA C E5.1.1 ELECTRICAL DETAILS E5.1.2 ELECTRICAL DETAILS E6.0.0 LIGHTING FIXTURE SCHEDULE E7.0.0 SINGLE LINE DIAGRAM E7.0.1 PANEL SCHEDULES 11 - FIRE ALARM FA0.0.0 FIRE ALARM COVERSHEET FAD1.1.1 FIRE ALARM DEMOLITION PLAN - CONVOCATION AREA C FA1.1.1 FIRE ALARM PLAN - CONVOCATION AREA C 01-GENERAL / LIFE SAFETY CS COVER SHEET G0.0.1 BUILDING CODE SUMMARY G0.1.1 FIRE RESISTANCE DESIGNS G1.1.1 LIFE SAFETY PLAN - LEVEL 01 04 - ARCHITECTURE AD1.1.1 DEMOLITION FLOOR PLAN AD1.1.2 DEMOLITION ROOF PLAN AD1.2.1 DEMOLITION REFLECTED CEILING PLAN A0.1.0 WALL TYPES A1.1.1 FLOOR PLAN AREA C A1.1.2 FLOOR PLAN AREA D A1.1.3 ROOF PLAN A1.2.1 REFLECTED CEILING PLAN A2.1.0 EXTERIOR ELEVATIONS A2.1.1 EXTERIOR ELEVATIONS A2.2.0 FRAMING SYSTEM ELEVATIONS A3.1.0 BUILDING SECTIONS A3.2.0 WALL SECTIONS A3.2.1 WALL SECTIONS A4.0.0 ENLARGED PLANS AND INTERIOR ELEVATIONS A8.1.1 FINISH SCHEDULE A9.0.0 DOOR SCHEDULE AND DETAILS 06 - STRUCTURAL S0.0.1 GENERAL NOTES S0.0.2 STATEMENT OF SPECIAL INSPECTIONS S1.0.1 CONVOCATION AREA C FOUNDATION PLAN S1.0.2 CONVOCATION AREA C ROOF FRAMING PLAN S2.0.1 MASONRY DETAILS S3.0.1 FOUNDATION DETAILS S3.1.1 FRAMING DETAILS S3.1.2 FRAMING DETAILS SUSP CLG SUSPENDED CEILING SV SHEET VINYL SYS SYSTEM TEMP TEMPERED, TEMPORARY TME TO MATCH EXISTING TYP TYPICAL UNO UNLESS NOTED OTHERWISE VB VINYL BASE VCT VINYL COMPOSITE TILE VERT VERTICAL(LY) VIF VERIFY IN FIELD VIN VINYL VT VINYL TILE W WIDTH W/ WITH W/O WITHOUT WB WOOD BASE WC WATER CLOSET WD WOOD WGT WEIGHT WIN WINDOW WTW WALL TO WALL PFN PREFINISH(ED) PL, PLAM PLASTIC LAMINATE PLAS PLASTER, PLASTIC PLWD PLYWOOD PNL PANEL PNT PAINT(ED) PR PAIR PT PRESSURE TREAT(ED) PTN PARTITION RB RUBBER BASE RBT RUBBER TILE REC RECEPTACLE REF REFERENCE, REFER REFR REFRIGERATOR REM REMOVE REQ'D REQUIRED RM ROOM RS RESILIENT SCW SOLID CORE WOOD SECT SECTION SF SQUARE FEET SFRM SPRAYED FIRE RESISTIVE MATERIAL SHR SHOWER SIM SIMILAR SPEC SPECIFICATION(S) SS STAINLESS STEEL SSM SOLID SURFACE MATERIAL ST STONE STD STANDARD STOR STORAGE SUSP SUSPENDED LBL LABEL LCKR LOCKER LIN LINOLEUM LT LIGHT LVL LAMINATED VENEER LUMBER LVT LUXURY VINYL TILE MATL MATERIAL(S) MAX MAXIMUM MB MARKER BOARD MECH MECHANICAL MFR MANUFACTURE(R) MIN MINIMUM MISC MISCELLANEOUS MP METAL PANEL MTD MOUNTED MTL METAL MULL MULLION MWK MILLWORK N NORTH NIC NOT IN CONTRACT NO, # NUMBER NR NOISE REDUCTION NRC NOISE REDUCTION COEFFICIENT NTS NOT TO SCALE OC ON CENTER OFF OFFICE OH OPPOSITE HAND OPNG OPENING PED PEDESTAL, PEDESTRIAN, PEDIATRIC PERF PERFORATE(D) PFB PREFABRICATE(D) FUT FUTURE FWC FABRIC WALL COVERING FWP FABRIC WRAPPED PANEL GA GAUGE GALV GALVANIZED GB GLASS BOARD GC GENERAL CONTRACTOR GL GLASS, GLAZING GR GROUT GRAN GRANITE GWB GYPSUM WALL BOARD GYP GYPSUM HC HOLLOW CORE HDR HEADER HDW HARDWARE HGT HEIGHT HORIZ HORIZONTAL(LY) HR HOUR HVAC HEATING, VENTILATION, AND AIR CONDITIONING HWD HARDWOOD IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER INCL INCLUDE(D), (ING) INSUL INSULATE(D), (ING) INT INTERIOR JAN JANITOR'S CLOSET JT JOINT KPL KICK PLATE L LENGTH LAM LAMINATE(D) DIM DIMENSION DR DOOR DS DOWNSPOUT DWG DRAWING(S) DWN DOWN EA EACH EL ELEVATION ELEC ELECTRICAL EOS EDGE OF SLAB EP EPOXY FLOORING EQ EQUAL(LY) EQPT EQUIPMENT EW EACH WAY EWC ELECTRIC WATER COOLER EXIST EXISTING EXP EXPANSION EXT EXTERIOR FAAP FIRE ALARM ANNUNCIATOR PANEL FBO FURNISHED BY OTHERS FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FIN FINISH(ED) FLR FLOOR(ING) FO FACE OF FOB FACE OF BRICK FOG FACE OF GLASS FOS FACE OF SHEATHING FR FIRE RETARDANT TREATED FT FOOT, FEET FURR FURR(ED), (ING) ACT ACOUSTIC CEILING TILE ADA AMERICANS WITH DISABILITIES ACT ADJ ADJUSTABLE AFF ABOVE FINISH FLOOR AL ALUMINUM ALT ALTERNATE APPROX APPROXIMATE ARCH ARCHITECT(URAL) BD BOARD BO BOTTOM OF C/L, CL CENTERLINE CAB CABINET CLG CEILING CLOS CLOSET CLR CLEAR(ANCE) COL COLUMN CON, CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS / CONTINUE CONTR CONTRACTOR COORD COORDINATE CPT CARPET CRB COVED RUBBER BASE CT CERAMIC OR PORCELAIN TILE CTR CENTER DBL DOUBLE DEG DEGREE DEMO DEMOLISH / DEMOLITION DET, DTL DETAIL DIA DIAMETER STRUCTURAL Little 410 Blackwell St. Suite 10 Durham, NC 27701 919-474-2500 David Blankfard, PE PLUMBING Little 410 Blackwell St. Suite 10 Durham, NC 27701 919-474-2500 Miles Grubbs, PE NO. REASON DATE PROJECT LOCATION: JOHN W. POPE JR. CONVOCATION CENTER 56 MAIN ST., BUIES CREEK, NC 27506 Lighting schedule (each fixture type) Method of Compliance: ELECTRICAL SYSTEM AND EQUIPMENT MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT Thermal Zone Interior design conditions Building heating load Building cooling load Mechanical Spacing Conditioning System List equipment efficiencies ENERGY REQUIREMENTS: ENERGY SUMMARY THERMAL ENVELOPE Method of Compliance: Roof/ceiling Assembly (each assembly) Exterior Walls (BRICK VENEER) Climate Zone: SPECIAL APPROVALS ACCESSIBLE PARKING PLUMBING FIXTURE REQUIREMENTS STRUCTURAL DESIGN SOIL BEARING CAPACITIES: LATERAL DESIGN CONTROL: SEISMIC DESIGN CATEGORY: Wind Load: Ground Snow Load: DESIGN LOADS: Live Load: LIFE SAFETY SYSTEM REQUIREMENTS FIRE PROTECTION REQUIREMENTS ALLOWABLE HEIGHT Mixed Occupancy: Special Provisions: Special Uses: Primary Occupancy: ALLOWABLE AREA Gross Building Area (sq. ft.): 113,790 sf Building Height: Fire District: Standpipes: Sprinklers: Construction Type: BASIC BUILDING DATA 2012 EDITION OF NC CODE FOR: LEAD DESIGN PROFESSIONAL: 2012 APPENDIX B FOR ALL COMMERCIAL PROJECTS total interior wattage specified vs. allowed (whole building or space by space) - SEE FIXTURE SCHEDULE total exterior wattage specified vs. allowed - SEE FIXTURE SCHEDULE total wattage per fixture - SEE FIXTURE SCHEDULE number of ballasts in fixture - SEE FIXTURE SCHEDULE ballast type used in the fixture - SEE FIXTURE SCHEDULE number of lamps in fixture - SEE FIXTURE SCHEDULE Lamp type required in fixture - SEE FIXTURE SCHEDULE PerformancePrescriptive winter dry bulb summer dry bulb winter dry bulb summer dry bulb relative humidity Unitary description of unit heating efficiency cooling efficiency size category of unit No Change to Building System Prescriptive (Energy Code) Description of assembly U-Value of total assembly R-Value of insulation Skylights in each assembly U-Value of skylight Description of assembly U-Value of total assembly R-Value of insulation U-Value of assembly solar heat gain coefficient projection factor Door R-Value total square footage of skylights in each assembly Openings (windows or doors with glazing) low e required, if applicable Prescriptive (ASHRAE 90.1)Performance (Energy Code) No Change to Building Envelope Special Approval: (Local Jurisdiction, Department of Insurance, ICC, etc., describe below) 8' ACCESS AISLE LOT OR PARKING AREA TOTAL VAN SPACES WITHREGULAR WITH 5' ACCESS AISLE PROVIDEDREQUIRED TOTAL # OF PARKING SPACES TOTAL # ACCESSIBLE PROVIDED # OF ACCESSIBLE SPACES PROVIDED SHOWERS/ TUBS DRINKING FOUNTAINSLAVATORIESURINALSWATER CLOSETS MALE FEMALE MALE FEMALE REGULAR ACCESSIBLE USE Pile size, type, and capacity Presumptive Bearing Capacity Field Test (provide copy of test report) WindEarthquake DynamicEquivalent Lateral ForceSimplified Yes NoArchitectural, Mechanical, Components anchored ? Analysis Procedure Seismic Base Shear: V = Moment Frame Inverted Pendulum Dual w/ Intermediate R/C or Special SteelBuilding Frame Bearing Wall Dual w/ Special Moment Frame S1 %gSs %g Basic Structural System (check one) Site Classification (Table 1613.5.2) Spectral Response Acceleration Occupancy Category (Table 1604.5) Provide the following Seismic Design Parameters: BA Vx =Vy =Wind Base Shears (for MWFRS) Basic Speed Exposure Category: Mezzanine Floor Roof Panic Hardware:No Yes Smoke Detection Systems:No Yes Fire Alarm:No Yes Emergency Lighting:No Yes YesNoExit Signs: * Indicate section number permitting reduction Tenant Separation Smoke Barrier Separation Party/Fire Wall Separation Occupancy Separation Corridor Separation Shafts - Other Shafts - Exit beams and joists including supporting Roof Construction beams and joists ** including supporting Floor Construction Interior Walls and Partitions South West East North Exterior and Partitions Nonbearing walls Interior South West East North Exterior Bearing Walls girders, trusses including columns, Structural Frame, JOINTS RATED FOR DESIGN #DESIGN # FOR RATED ASSEMBLY PENETRATED RATED DESIGN # FORDETAIL # AND SHEET # REQ'D REDUCTION) (W/ TBL. 601a PROVIDED RATINGBUILDING ELEMENT (FEET) DISTANCE SEPARATION FIRE Life Safety Plan Sheet #, if provided Type Feet=H+20'= Type StoriesStories+1= Feet StoriesBuilding Hgt. in Stories Building Hgt. in Feet SPRINKLERS Type of Construction SHOWN ON PLANS REFERENCE CODE (TABLE 503) ALLOWABLE INCREASE FOR S S 5 4 3 2 1 b. 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 traffic Maximum Building Area = total number of stories in the building x E (506.4). Unlimited area applicable under conditions of Section 507 Single story building I = 300 percent Multi-story building I = 200 percent The sprinkler increase per Section 506.3 is as follows: Percent of frontage increase I = 100 [F/P - 0.25] x W/30 = (%) 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 = (F) Frontage area increases from Section 506.2 are computed thus: 4321 5 STORY NO. AND USE DESCRIPTION (ACTUAL) PER STORY BLDG. AREA (A) AREA TABLE 503 (B) INCREASE OPEN SPACE AREA FOR (C) AREA BUILDING MAXIMUM (F) UNLIMITED AREA OR ALLOWABLE (E) INCREASE SPRINKLER AREA FOR (D) =+< 1.00_ _< 1+Actual Area of Occupancy B Allowable Area of Occupancy BAllowable Area of Occupancy A Actual Area of Occupancy A Separated Mixed Occupancy (508.4) - See below for area calculations For each story, the area of the occupancy shall be such that the sum of the ratios of the actual floor area of each use divided by 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 the applicable occupancies to the entire building. The most restrictive type of construction, so determined, shall apply to the entire building. Exception:Separation: Hr.YesNo 5 RepairUtility and Miscellaneous OpenParking Garage Enclosed S-2 Low High-piledStorageS-1 Moderate R-4R-1 R-2 R-3MercantileResidential 4123I-3 Use Condition I-1Institutional I-4I-3I-2 F-2 Low H-5 HPMH-2 Deflagrate H-3 Combust H-4 HealthHazardous Business A-5 H-1 Detonate F-1 ModerateFactoryEducational A-4A-3A-2A-1Assembly TOTAL Basement 1st Floor 2nd Floor 3rd Floor 4th Floor 5th Floor 6th Floor UPFITNEWEXISTINGFLOOR Feet No Yes (Primary) DryWetIIIIIClass:IYesNo NFPA 13DNFPA 13RNFPA 13YesNo (check all that apply)I-B II-B III-B V-AIVIII-AII-AI-A AlterationUpfitRenovation (Existing Bldg.)New Construction E-MAILPHONE #LICENSE #NAMEFIRM Retaining walls > 5' high Structural Sprinkler-Standpipe Mechanical Plumbing Fire Alarm Electrical Civil Architectural DESIGNER Phone # CountyCity StatePrivateCity/County Code Enforcement Jurisdiction: Owned By: Owner or Authorized Agent: Proposed Use: Address: Name of Project: Feet FLOOR EXISTING NEW 14th Floor 13th Floor 12th Floor 11th Floor 10th Floor 9th Floor 8th Floor 7th Floor REN0/RENO/ UPFIT = ** Ceiling panels are not a part of floor assembly. No Change to Building Structural Design x yV = Reconstruction The following data shall be considered minimum and any special attribute required to meet the energy code shall also be provided. Each Designer shall furnish the required portions of the project information for the plan data sheet. If performance method, state the annual energy cost for the standard reference design vs. annual energy cost for the proposed design. 56 Main Street, Buies Creek, NC 27546 4A 18 DEGREES F 94 DEGREES F 68 DEGREES F 76 DEGREES F 45-60 PERCENT SEE MECHANICAL SHEETS SEE MECHANICAL SHEETS SEE MECHANICAL SHEETS 60 MIL. THERMOPLASTIC PVC ROOF SYSTEM ON 5" RIGID INSULATION .033 R-30 MIN. N/A N/A N/A 12" CMU, 2" SPRAY FOAM INS., 2" AIRSPACE, 4" BRICK VENEER R-13 SPRAY FOAM INSULATION 5" STOREFRONT, 1" INSULATED GLAZING .24 N/A YES 3.5 1 HR N/A N/A N/A N/A 2 HR2 HR 0/N.C.0/N.C. 1 HR2 HR 212 180 11 160 1B1B . . . . . . ExistingExistingExisting EAST LOT . Existing ExistingExisting 2612 70K 19.3K 39.4K NOT USEDN/AUL81,090 SFA-3,4 & BLEVEL1 ... ... ... ... ... ..4,770 SF ..N/A . 62'-4" .. .. .. .. .. .. .. .. . 1,230 SF . . . . . 70K . (Table 2902.1) f Other Addition Repair CONSTRUCTED: (date) RENOVATED: (date) ORIGINAL USE(S): (ch.3): CURRENT USE(S) (ch.3): PROPOSED USE(S): (ch.3) V-B Flood Hazard Area:No Yes State Convocation Center - Wrestling Expansion and Renovation Arena and Services (Whole Building) Wrestling Practice Area and Support (Work Area) CAMPBELL UNIVERSITY - JIM ROBERTS 910-893-1240 Little Diversified Architectural Consulting ASSEMBLY ASSEMBLY ASSEMBLY 62'-4" Accessory Occupancy: Incidental Uses: Furnace room where any piece of equipment is over 400,000 Btu per hour input Rooms with boilers where the largest piece of equipment is over 15 psi and 10 horsepower Refrigerant machine room Hydrogen cutoff rooms, not classified as Group H Incinerator rooms Paint shops not classified as Group H , located in occupancies other than Group F Laboratories and vocational shops, not classified as Group H, located in a Group E or I-2 occupancy Laundry rooms over 100 square feet Group I-3 cells equipped with padded surfaces Group I-2 waste and linen collection rooms over 100 sqaure feet Stationary storage battery systems having a liquid electrolyte capacity of more than 50 gallons, or a lithium-ion capacity of 1,000 pounds used for facility standby power or uninterrupted power Supplies. Rooms containing fire pumps Group I-2 storage rooms over 100 square feet Group I-2 Commercial kitchens Group I-2 laundries equal to or less than 100 square feet Group I-2 rooms or spaces that contain fuel-fired heating equipment Waste and linen collection rooms over 100 sqaure feet 402 0 LEVEL 2 LEVEL 3 A-3,4 & B 32,700 SF - UL - N/A N/A NOT USED NOT USED LIFE SAFETY PLAN REQUIREMENTS Life Safety Plan Sheet # Fire and/or smoke rated wall locations (chapter 7) 2 HR2 HR 0 HR __________ EXISTING NEW REQUIRED -1 2311 - 0/N.C.0/N.C. 2 HR2 HR 1 HR 113,790 SF - 32,700 SF 75,090 SF 0 HR Walls below grade (each assembly) . Partial 5 RepairUtility and Miscellaneous OpenParking Garage Enclosed S-2 Low High-piledStorageS-1 Moderate R-4R-1 R-2 R-3MercantileResidential 4123I-3 Use Condition I-1Institutional I-4I-3I-2 F-2 Low H-5 HPMH-2 Deflagrate H-3 Combust H-4 HealthHazardous Business A-5 H-1 Detonate F-1 ModerateFactoryEducational A-4A-3A-2A-1Assembly (Table 508.2.5) 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 509.2 509.3 509.4 509.5 509.6 509.7 509.8 509.9 Incidental Use Separation (508.2.5) This separation is not exempt as a Non-Separated Use (see exceptions) Incidental Use Separation)N/A Partial Assumed and real property line locations Exterior wall opening area with repect to distance to assumed property lines (706.8) Existing Structures within 30' of the proposed building Occupancy types for each area as it related to occupant load calculation (Table 1004.1.1) Occupant loads for each area Exit access travel distances (1014.3 & 1028.8) Dead end lengths (1018.4) Clear exit widths for each exit door Maximum calculated occupant load capacity each exit door can accomodate based on egress width (1005.1) Actual occupant load for each exit door A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for purposes of occupancy separation Location 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 devices Location 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 above ACCESSIBLE DWELLING UNITS (SECTION 1107) TOTAL UNITS ACCESSIBLE UNITS REQUIRED ACCESSIBLE UNITS PROVIDED TYPE A UNITS REQUIRED TYPE A UNITS PROVIDED TYPE B UNITS REQUIRED TYPE B UNITS PROVIDED TOTAL ACCESSIBLE UNITS PROVIDED N/A ------- 132" ACCESS AISLE Existing Existing Existing Existing Existing Existing Importance Factors:Snow (I ) Seismic (I ) Wind (I )W S E 1.15 1.1 1.25 20 N/A 100/125 psf psf psf psf 15 mph (ASCE-7)95 C C D III III IV 19 10 BA C D E F Data Source:Field Test Presumptive Historical Data psf5500 psf- - SPECIAL INSPECTIONS REQUIRED:Yes No 15 -- N/A - 6 - 5 6 - 5 SPACE 3 4 5 Performance (ASHRAE 90.1) .27 Description of assembly U-Value of total assembly R-Value of insulation N/A - - Floors over unconditioned space (each assembly) Description of assembly U-Value of total assembly R-Value of insulation N/A - - . Floorsslab on grade Description of assembly U-Value of total assembly R-Value of insulation 4" CONCRETE SLAB W/ 2" RIGID (HOR. & VERT.) AT PERIM. FTG. .1 R-10 Horizontal/vertical requirement PROVIDED Slab heated N/A MECHANICAL SUMMARY Boiler size category. If oversized, state reason EXISTING .Chiller size category. If oversized, state reason EXISTING ELECTRICAL SUMMARY Energy Code: PerformancePrescriptiveASHRAE 90.1: Additional Prescriptive Compliance 506.2.6 Automatic daylighting control systems 506.2.5 On-site supply of renewable energy 506.2.4 Higher Efficiency service water heating 506.2.3 Energy Recovery Ventilation Systems 506.2.2 Reduced lighting power density 506.2.1 More efficient mechanical equipment N.C.= Non Combustible N.R.= Not Required N/A = Not Applicable S = Section T = Table LITTLE LITTLE LITTLE LITTLE LITTLE David Blankfard Katie Buckman Melissa Taylor Miles Grubbs Miles Grubbs LITTLE Melissa Taylor LITTLE Miles Grubbs 027108 12045 041114 039783 039783 041114 039783 919-474-2549 919-474-2561 919-474-2525 919-474-2558 david.blankfard@littleonline.com katie.buckman@littleonline.com melissa.taylor@littleonline.com miles.grubbs@littleonline.com 919-474-2558 miles.grubbs@littleonline.com 919-474-2558 miles.grubbs@littleonline.com 919-474-2525 melissa.taylor@littleonline.com 2008 - EXST. BLDG. ADDITION ADDITION UL UL UL UL 2 HR2 HR 2 HR2 HR 2 HR2 HR 2 HR2 HR 1 HR2 HR N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 0/N.C.0/N.C. 0/N.C.0/N.C. 0/N.C.0/N.C. N/A N/A N/A N/A N/A G1.1.1 -Table includes public access facilities and new facilities added as part of this project. Locker fixtures not added as part of this project are not included in table. 15 15 14 12 11 1 1 N/A SEE MECHANICAL SHEETS SEE MECHANICAL SHEETS SEE MECHANICAL SHEETS SEE MECHANICAL SHEETS .061 (R-13 INSULATION, R-3.33 CMU) G0.1.1 X732 Y622 G0.1.1 U905 G0.1.1 U905 G0.1.1 U905 G0.1.1 U905 G0.1.1 U905 G0.1.1 U905 G0.1.0 P732 N/A N/A A.WHERE NEW PARTITION ALIGNS WITH THE FACE OF AN EXISTING FURRED COLUMN OR PARTITION, REMOVE CORNER BEAD, TAPE AND SPACKLE NEW PARTITION TO EXISTING GYPSUM BOARD. B.ALL EXISTING WALL SURFACES AND PARTITIONS TO REMAIN SHALL BE PATCHED, SPACKLED AND SANDED SMOOTH SO AS NOT TO LEAVE ANY EVIDENCE OF DEMOLITION OR REPAIR WORK. PREPARE SURFACES FOR NEW FINISHES AS REQUIRED. C.PROVIDE RECESSED FIRE EXTINGUISHER CABINETS, SMOKE DETECTORS, AND ALL OTHER LIFE SAFETY DEVICES AS REQUIRED BY CODE. PROVIDE DRAWING SHOWING NUMBER, LOCATION, AND SPECIFICATION OF SUCH DEVICES FOR L&AA REVIEW PRIOR TO FRAMING OF WALLS. DO NOT PLACE IN FIRE RATED PARTITIONS. D.ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS WHICH INCLUDE THE OWNER/CONTRACTOR AGREEMENT, THE PROJECT MANUAL (WHICH CONTAINS THE GENERAL CONDITIONS, AND THE SPECIFICATIONS), THE DRAWINGS AND ALL ADDENDA AND MODIFICATIONS ISSUED BY THE ARCHITECT. E.THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OF ANY WORK IN QUESTION. F.CONTRACTOR SHALL COORDINATE WITH TENANT THE SCHEDULE FOR ALL TELEPHONE COMPANY AND DATA INSTALLATIONS. G."ALIGN" SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. H.CONTRACTOR SHALL COORDINATE AND PROVIDE METAL BACKING PLATES OR SOLID WOOD BLOCKING (FIRE TREATED) IN PARTITIONS AND CEILING FOR ALL MILLWORK, WALL AND CEILING ATTACHED ITEMS AS REQUIRED BY EACH SPECIFIC ITEM. I.ALL WORK NOTED "BY OTHERS" OR "NIC" SHALL BE PROVIDED BY OWNER OR UNDER SEPARATE CONTRACT. J.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS, DIMENSIONS AND TYPES, ALL DOOR AND WINDOW LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT, NOTIFY ARCHITECT; PARTITION PLAN BY DESIGN INTENT ARCHITECT SUPERSEDES OTHER PLANS. K.ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE TO FINISH FACE, UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPET, CERAMIC TILE, VCT, ETC. L.PARTITIONS AT BUILDING PERIMETER SHALL BE CENTERED ON CENTER LINE OF COLUMN OR WINDOW MULLION, UNLESS OTHERWISE NOTED. M.COLUMN CENTER LINES (OR GRID LINES) ARE SHOWN FOR DIMENSIONING, VERIFY EXACT LOCATIONS IN FIELD. N.PARTITION TYPES ENCLOSING ROOMS AND SPACES SHALL BE CONTINUOUS THROUGHOUT ENTIRE ROOM OR SPACE. O.PROVIDE ACOUSTICAL CAULKING AROUND ALL PERIMETER EDGES AND/OR PENETRATIONS AT SOUND INSULATED WALLS. OFFSET ELECTRICAL AND TELEPHONE OUTLETS 16" MINIMUM IN SEPARATE STUD CAVITIES. 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 Rob Klinedinst Katie Buckman Anne Lebo 10/06/17 10/9/2017 3:30:57 PM C:\Users\katie.buckman\Documents\513.7505.00_CU_WrestlingExpansion_A-16_katie.buckman.rvt513.7505.00 G0.0.1 BUILDING CODE SUMMARY Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET BUILDING CODE SUMMARY NO. REASON DATE GENERAL NOTES - CONSTRUCTION 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 Rob Klinedinst Katie Buckman Anne Lebo 10/06/17 10/9/2017 3:30:58 PM C:\Users\katie.buckman\Documents\513.7505.00_CU_WrestlingExpansion_A-16_katie.buckman.rvt513.7505.00 G0.1.0 FIRE RESISTANCE DESIGNS Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET NO. REASON DATE UL P732 Continued UL P732 ContinuedUL P732 ContinuedUL P732 UL P732 - APPLIES TO ALL ROOF SUPPORT (JOISTS, GIRDERS, OR BEAMS). UL X732 - APPLIES TO ALL STEEL COLUMNS (W SHAPE) WITHOUT FULL CMU WRAP FROM SLAB TO FLOOR DECK OR ROOF DECK. PROTECTION MUST RUN TO TOP OF ALL COLUMNS. UL Y622 - APPLIES TO STEEL TUBES WITHOUT FULL CMU WRAP FROM SLAB TO ROOF DECK. RPTECTION MUST RUN TO TOP OF ALL COLUMNS. UL U905 - APPLIES TO CMU WALLS, LOAD BEARING SHALL BE 2 HOUR EXTERIOR AND 1 HOUR INTERIOR. 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 Rob Klinedinst Katie Buckman Anne Lebo 10/06/17 10/9/2017 3:30:58 PM C:\Users\katie.buckman\Documents\513.7505.00_CU_WrestlingExpansion_A-16_katie.buckman.rvt513.7505.00 G0.1.1 FIRE RESISTANCE DESIGNS Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET NO. REASON DATE UL Y622UL U905 UL X732 UL P732 - APPLIES TO ALL ROOF SUPPORT (JOISTS, GIRDERS, OR BEAMS). UL X732 - APPLIES TO ALL STEEL COLUMNS (W SHAPE) WITHOUT FULL CMU WRAP FROM SLAB TO FLOOR DECK OR ROOF DECK. PROTECTION MUST RUN TO TOP OF ALL COLUMNS. UL Y622 - APPLIES TO STEEL TUBES WITHOUT FULL CMU WRAP FROM SLAB TO ROOF DECK. RPTECTION MUST RUN TO TOP OF ALL COLUMNS. UL U905 - APPLIES TO CMU WALLS, LOAD BEARING SHALL BE 2 HOUR EXTERIOR AND 1 HOUR INTERIOR. VBALLREFSTAND PORTABLE WRESTLING MAT CART PORTABLE BASKETBALLGOAL - MAIN COURT UNIT VBALLEQUIPCART BASKETBALL BALL CART VBALLBALL CART PORTABLE BASKETBALL GOALS- PRACTICE COURT UNIT PORTABLE BASKETBALL GOALS- PRACTICE COURT UNIT PORTABLE BASKETBALL GOALS- PRACTICE COURT UNIT PORTABLE BASKETBALL GOALS- PRACTICE COURT UNIT PORTABLEFLOORCOVERINGSTACK PORTABLEFLOORCOVERINGSTACK PORTABLEFLOORCOVERINGSTACK PORTABLEFLOORCOVERINGSTACK PORTABLEFLOORCOVERINGSTACK PORTABLEFLOORCOVERINGSTACK PORTABLEFLOORCOVERINGSTACK PORTABLE BASKETBALLGOAL - MAIN COURT UNIT UP UP UP UP UP UP UP DN 197.20' 193.70' 197.20' FECFEC FEC CR CR OVERALL DIAGONAL DISTANCE - 153' DISTANCE BETWEEN EXITS - 150' TRAVEL PATH: 166'COMMON PATH: 33'TRAVEL PATH: 241'TRAVEL PATH: 97' TRAVEL PATH: 111'TRAVEL PATH: 77' 4983 SF A-3 WRESTLING PRACTICE 7 SF EA 4760 SF A-3 PRACTICE GYM 7 SF EA PANIC ACCESS REQUEST Yes No No 72 .2 370 272 PANIC ACCESS REQUEST Yes Yes No 34 .2 170 136 EXISTING EXISTING - FLIP DOOR SWING 1911 SF BUSINESS 100 SF EA 579 SF A-3 EXERCISE 50 SF EA 7 SF 15 SF 50 SF 100 SF 300 SF Calculating... 1240 SF A-3 LOCKERS 50 SF EA 319 SF A-3 LOCKERS 50 SF EA PANIC ACCESS REQUEST Yes No No 72 370 326 PANIC ACCESS REQUEST Yes No No 34 170 147 TRAVEL PATH: 114' PANIC ACCESS REQUEST Yes Yes No 68 .2 340 294 120 90 LOUNGE 1149 COACH 1146 ASST. COACH OFFICES 1144 144 SF ASSEMBLY 15 SF EA 120 SF STORAGE 300 SF EA 12 1 STORAGE 1147FITNESS 1148 CONFERENCE 1145 10 20 OCC. 712 OCC. 25 OCC. 7 LIMIT OF WORK - AREA C LIMIT OF WORK - AREA D 01 01 CR CLEAR OPENING WIDTH EXIT EGRESS DEAD END DISTANCE OVERALL DIAGONAL DISTANCE CARD READERCR PANIC ACCESS REQUEST 34" Yes No 0.2" 170 75 No 34" 0.2" 170 75 CLEAR WIDTH PER OCCUPANT OCCUPANT CAPACITY ACTUAL OCCUPANT LOAD PANIC HARDWARE ACCESS CONTROL DEVICE (E.G. CARD READER) CLEAR STAIR WIDTH CLEAR WIDTH PER OCCUPANT OCCUPANT CAPACITY ACTUAL OCCUPANT LOAD EXIT REMOTENESS DISTANCE OVERALL DIAGONAL DIMENSION - 14' DISTANCE BETWEEN EXITS - 14' EXIT EGRESS COMMON PATH EXIT EGRESS DISTANCE TRAVEL DISTANCE SHOWN: 000' TRAVEL DISTANCE SHOWN: 000' Area Name 150 SF 100 SF EA AREA LOAD FACTOR ILLUMINATED EXIT SIGN REQUEST TO EXIT FIRE EXTINGUISHER CABINET - RECESSED 120 DOOR FIRE RATING IN MINUTES FIRE BARRIER FIRE & SMOKE BARRIER 1-HOUR 2-HOUR 3-HOUR 0.5-HOUR 1-HOUR FIRE PARTITIONFIRE WALL 2-HOUR 3-HOUR 4-HOUR 1-HOUR 2-HOUR 3-HOUR 0-HOUR 1-HOUR SMOKE BARRIERSMOKE PARTITION RATED WALLS & PARTITIONS 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 Rob Klinedinst Katie Buckman Anne Lebo 10/06/17 10/9/2017 3:31:10 PM C:\Users\katie.buckman\Documents\513.7505.00_CU_WrestlingExpansion_A-16_katie.buckman.rvt513.7505.00 G1.1.1 LIFE SAFETY PLAN - LEVEL 01 Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET 3/32" = 1'-0"G1.1.1 1 CONVOCATION AREA C AND D - LIFE SAFETY PLAN AREA C NOT TO SCALE EXISTING BUILDING AREA D KEY PLAN LIFE SAFETY LEGEND GENERAL NOTES - FLOOR PLAN X SHEET KEYNOTES 1.ROOF OF EXISTING AND NEW WRESTLING GYM AND SUPPORT SPACES REQUIRES 1 HOUR FIRE RATING. SPRAY FIRE PROOFING TO BE PROVIDED/MAINTAINED AT JOISTS, DECKING, BRIDGING, AND ALL RELATED STRUCTURAL WORK. MATCH EXISTING. SEE G1.1.1 FIRE RATED DESIGNS. 2.ALL INTERIOR LOAD BEARING MASONRY WALLS SUPPORTING ROOF ONLY SHALL MAINTAIN A 1 HOUR FIRE RATING FOLLOWING UL U905. 3.ALL EXTERIOR LOAD BEARING WALLS SHALL MAINTAIN A 2 HOUR FIRE RATING FOLLOWING UL U905. 4.ROOF STRUCTURE/DECKING TO MAINTAIN A 1 HOUR FIRE RATING FOLLOWING UL P732 5.UNWRAPPED STRUCTURAL TUBE COLUMNS IN EXTERIOR LOAD BEARING WALLS TO MAINTAIN A 2 HOUR FIRE RATING FOLLOWING UL U622. NO. REASON DATE 01 SEMI-RECESSED FIRE EXTINGUISHER CABINET A.THE CONTRACTOR SHALL REMOVE SUCH EXISTING WORK AS CALLED FOR IN CONTRACT OR AS REQUIRED TO CLEAR THE AREAS FOR NEW CONSTRUCTION. B.THE CONTRACTOR SHALL REMOVE ALL EXISTING WIRE NOT BEING USED ABOVE LAY-IN CEILINGS; CONDUIT BEING ABANDONED SHALL BE REMOVED COMPLETELY BACK TO THE SOURCE. ALL EXISTING CIRCUITS NOT BEING USED SHALL BE MARKED AS SPARE CIRCUITS IN THE DESIGNATED PANEL. C.ALL DEMOLITION WORK SHALL BE PREFORMED WITH "DUE CARE AND DILIGENCE" AS TO PREVENT THE ARBITRARY DESTRUCTION OR INTERRUPTION OF CONCEALED UTILITIES WHICH ARE INTENDED TO REMAIN IN USE AND THE ROUTING OF WHICH COULD NOT BE PREDETERMINED UNTIL DEMOLITION WAS STARTED. ALL SUCH DISCOVERIES OF UTILITIES DURING THE DEMOLITION PROCESS WHICH ARE IN A LOCATION DIFFERENT FROM THAT INDICATED, OR ARE UNIDENTIFIED, SHALL BE REPORTED TO THE ARCHITECT PRIOR TO REMOVAL FOR FINAL DISPOSITION. D.WORK DESIGNATED TO REMAIN SHALL BE PROTECTED FROM DAMAGE AND PATCHED OR REPAIRED SHOULD DAMAGE OCCUR. E.WHERE EXISTING EQUIPMENT IS TO BE RELOCATED, EXTREME CARE SHALL BE TAKEN TO PREVENT DAMAGE DURING THE REMOVAL. WHERE DAMAGE OCCURS, THE EQUIPMENT SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. F.EXCEPT AS OTHERWISE NOTED, ALL EXISTING ELECTRICAL WORK WHICH WILL NOT BE RENDERED OBSOLETE AND WHICH MAY BE DISTURBED DUE TO ANY CHANGES REQUIRED UNDER THIS CONTRACT, SHALL BE RESTORED TO ITS ORIGINAL OPERATING CONDITION. OTHER ELECTRICAL WORK OR MATERIAL RENDERED OBSOLETE SHALL BE REMOVED OR ABANDONED WHERE CONCEALED AND REMOVED WHERE EXPOSED. OLD, UNUSED WIRING AND DEVICES SHALL BE REMOVED FROM THE ABANDONED (CONCEALED) CONDUITS. OUTLETS SHALL BE PROVIDED WITH BLANK COVERS. G.ALL DEBRIS BECOMES THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED DAILY FROM THE PREMISES AT THE CONTRACTOR'S EXPENSE AND BE DISPOSED OF ACCORDING TO LOCAL CODES AND GOVERNING AUTHORITIES. VERIFY SALVAGE MATERIALS WITH THE OWNER'S REPRESENTATIVE. H.WHERE EXISTING FIXTURES, WIRING DEVICES, AND ELECTRICAL EQUIPMENT ARE REMOVED, RECONNECT CIRCUITING AS REQUIRED TO MAINTAIN CONTINUITY TO OUTLETS REMAINING ON THE CIRCUIT WITHIN OCCUPIED SPACES. I.WHERE REQUIRED BY NEW CONSTRUCTION, PROVIDE EXTENSION RINGS, COVERPLATES, OR ACCESS PLATES AS REQUIRED TO MAINTAIN ACCESS TO EXISTING WIRING. J.FIELD VERIFY LOCATIONS OF EXISTING OUTLETS. WHERE NEW CONSTRUCTION CONFLICTS WITH EXISTING OUTLETS, REMOVE WIRING DEVICES OR RELOCATE FIXTURES AS REQUIRED, WHETHER OR NOT SPECIFICALLY INDICATED. K.WHERE EXISTING WIRING DEVICES ARE REMOVED AND JUNCTION BOXES ARE NOT REUSED, PROVIDE BLANK COVERPLATES. L.WHERE EXISTING CIRCUITS ARE EXTENDED TO SERVE NEW OR RELOCATED DEVICES OR FIXTURES, PROVIDE TYPE AND SIZE OF CONDUCTORS TO MATCH EXISTING. M.EXISTING CIRCUITING SHALL BE FIELD VERIFIED AND ADJUSTMENTS SHALL BE MADE, AS REQUIRED BY FIELD CONDITIONS. N.WHERE EXISTING ELECTRICAL WORK INTERFERES WITH NEW WORK AND WHERE SUCH INSTALLATIONS ARE TO REMAIN IN USE, THE INSTALLATIONS SHALL BE DISCONTINUED AND RELOCATED AND/OR RECONNECTED TO COORDINATE WITH NEW ELECTRICAL WORK. O.FEEDERS AND BRANCH CONDUIT SYSTEMS ENTERING AND LEAVING AREAS TO BE REMODELED WHICH SERVICE OTHER ACTIVE AREAS SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO MAINTAIN CONTINUITY OF THESE SYSTEMS. P.CONTRACTOR SHALL CONSULT OTHER TRADES PRIOR TO COMMENCING THIS WORK, TO AVOID CONFLICT. Q.DEMOLITION DRAWINGS ARE DIAGRAMMATIC AND SHOW INTENT OF WORK TO BE DONE. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, LABOR REQUIRED AND COST FOR REMOVAL OF ALL SYSTEMS CALLED FOR IN CONTRACT. R.ALL EXISTING CONSTRUCTION SHALL REMAIN UNLESS NOTED OTHERWISE. S.CONTRACTOR SHALL SUBMIT A TYPE WRITTEN INVENTORY OF MAJOR ELECTRICAL EQUIPMENT TO BE REMOVED IN DEMOLITION PHASE. INVENTORY SHALL DESCRIBE ITEM AND QUANTITY. AFTER OWNER HAS DECIDED WHICH EQUIPMENT TO RETAIN, CONTRACTOR SHALL REMOVE, COMPLETE FROM THE PROJECT SITE, ALL OTHER REMAINING ELECTRICAL EQUIPMENT INCLUDING ALL ITEMS NOT LISTED IN INVENTORY THAT ARE TO BE REMOVED IN DEMOLITION PHASE. T.REMOVE ALL EXISTING FIXTURES, WIRING DEVICES, ELECTRICAL EQUIPMENT AND CIRCUITING WHETHER SPECIFICALLY INDICATED OR NOT, AS REQUIRED BY THE ARCHITECTURAL DEMOLITION WORK IN THE AREA TO BE RENOVATED. U.CONTRACTOR TO PATCH AND REPAIR ALL AREAS AFFECTED BY THE DEMOLITION. V.FOR MECHANICAL DEMOLITION NOTES, REFER TO MECHANICAL PLANS. W.FIXTURES SHALL BE CLEANED THOROUGHLY AND RELAMPED BEFORE TURNING THEM OVER TO OWNER. X.IT IS THE INTENT OF THIS DOCUMENT TO UTILIZE THE REUSE OF BUILDING STANDARDS, SUCH AS, BUT NOT LIMITED TO, DOORS AND FRAMES, HARDWARE, ELECTRICAL AND TELEPHONE RECEPTACLES, DIFFUSERS, SPEAKERS, EXIT SIGNS AND PLUMBING FIXTURES WHERE POSSIBLE. ALL SUCH BUILDING MATERIALS REMOVED DURING DEMOLITION SHALL BE INVENTORIED AND NEATLY STORED ON SITE FOR REUSE. ALL SURPLUS FIXTURES AND MATERIAL ITEMS REMOVED DURING DEMOLITION BUT NOT REUSED DURING THIS PROJECT SHALL BE STORED FOR LATER USE. CONTRACTORS SHALL COORDINATE THE SEQUENCE FOR DEMOLITION AND THE LOCATION OF ON SITE STORAGE AREAS FOR EXISTING ITEMS TO BE REUSED, AND PROVIDE THE BUILDING WITH COPIES OF DEMOLITION INVENTORY. Y.THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL AND ELECTRICAL ENGINEERING DRAWINGS FOR ADDITIONAL HVAC OR ELECTRICAL DEMOLITION REQUIRED. Z.REMOVE ALL CONSTRUCTION SHOWN ON THE DRAWINGS AS EXISTING TO BE REMOVED, INCLUDING, BUT NOT LIMITED TO: FLOORING, PARTITIONS, (INCLUDING ELEMENTS OCCURRING ABOVE THE FINISHED CEILINGS), HANGERS, STRAPS AND OTHER ACCESSORY OBJECTS CONNECTED WITH THE ITEMS BEING REMOVED. AA.ON REMAINING WALLS ADJACENT TO THOSE BEING DEMOLISHED, EXISTING BASE SHALL BE REMOVED BACK TO NEAREST INSIDE CORNER AND WALLS SHALL BE REPAIRED SO AS TO CREATE A SMOOTH SURFACE READY TO RECEIVE NEW BASE. EXISTING WALL TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING DOOR TO REMAIN EXISTING DOOR TO BE DEMOLISHED EXISTING CASEWORK OR OTHER ITEM TO BE DEMOLISHED EXISTING CEILING GRID TO REMAIN EXISTING CEILING GRID TO BE DEMOLISHED 01 3'-2"23'-2 1/4"5' - 3 5/8"4' - 8"8' - 0"7' - 4"8' - 0"7' - 4"8' - 0"7' - 4"8' - 0"7' - 4"8' - 0"6' - 8"43' - 0 1/2"8' - 7 5/8"17' - 7 3/4"10 1/4"13'-10 3/4"2'-7 3/4"eG e10 eE.6 eE eF 02 03 0404 04 04 04 04 05 2'-8" 0632 3/8"6' - 2" 07 08 09 09 09 0909 09 35' - 4 3/8" 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 Rob Klinedinst Katie Buckman Anne Lebo 10/06/17 10/9/2017 3:30:50 PM C:\Users\katie.buckman\Documents\513.7505.00_CU_WrestlingExpansion_A-16_katie.buckman.rvt513.7505.00 AD1.1.1 DEMOLITION FLOOR PLAN Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET X SHEET KEYNOTESGENERAL NOTES - DEMOLITION DEMOLITION LEGEND 3/16" = 1'-0"AD1.1.1 1 CONVOCATION AREA C FLOOR PLAN - DEMOLITION 01 DEMOLISH EAST WALL. SHORE ROOF AS REQUIRED. PROTECT ABUTTING WALL TO NORTH THAT REMAINS. CUT FOUNDATION TO ALLOW FOR NEW SLAB POUR. 02 NEW OPENING IN RATED STAIR WALL FOR DOOR 1047C. PROVIDE LINTEL. STAIR EXIT ACCESS MUST BE MAINTAINED DURING ALL OCCUPIED HOURS DURING DEMO. AND CONSTRUCTION. 03 DEMO. WATER TABLE AND BRICK VENEER FROM NEW INTERIOR PORTION OF WALL UP TO NEW BRICK LINTEL ABOVE NEW ROOF. MAINTAIN BRICK AND 4" BLOCK BELOW NEW FLOOR SLAB. REMOVE RIGID INSULATION AND CUT BACK BRICK TIES FLUSH WITH BLOCK. WALL WILL BE FURRED OUT. 04 REMOVE EXTERIOR WINDOW. MAINTAIN BOND BEAM ABOVE WINDOW. SAWCUT NEW OPENING FROM WINDOW JAMBS TO BELOW NEW SLAB LEVEL. FACE OF BRICK AT AREA BEING DEMOLISHED IS INSET 4". (EXISTING EXTERIOR WALL, INCLUDING BRICK AND WATERTABLE, WILL BE MAINTAINED AS AN EXPOSED FINISH IN THE NEW ADDITION. PROTECT VENEER FROM DAMAGE DURING DEMO AND NEW CONSTRUCTION. TOOTH IN BRICK AND BLOCK TO CREATE CLEAN CORNER CONDITIONS AT BOTH SIDES OF THE WALL ON BOTH SIDES OF NEW OPENING.) UTILIZE BRICK AND PRECAST PIECES FROM DEMOLISHED PORTION OF WALL TO TOOTH IN. OPENING WILL RECEIVE PAINTED PLYWOOD TRIM PIECE ON SHIMS THAT SITS SHY OF FACE OF CMU AND FACE OF WALL BRICK. GRIND SAWCUT SURFACE TO CREATE EVEN/FLUSH CONDITION TO RECEIVE PLYWOOD TRIM. 05 REMOVE CORNER OF WALL AS INDICATED. PROVIDE SHORING AS REQUIRED. SAWCUT OPENING TO HEAD HEIGHT OF EXISTING WINDOWS TO BELOW NEW SLAB LEVEL. EXISTING EXTERIOR WALL, INCLUDING BRICK AND WATERTABLE, WILL BE MAINTAINED AS AN EXPOSED FINISH IN THE NEW ADDITION. PROTECT VENEER FROM DAMAGE DURING DEMO AND NEW CONSTRUCTION. TOOTH IN BRICK AND BLOCK TO CREATE CLEAN CORNER CONDITIONS AT BOTH SIDES OF THE WALL ON BOTH SIDES OF NEW OPENING. UTILIZE BRICK AND PRECAST PIECES FROM DEMOLISHED PORTION OF WALL TO TOOTH IN. OPENING WILL RECEIVE PLYWOOD TRIM PIECE ON SHIMS THAT SITS SHY OF FACE OF CMU AND FACE OF WALL BRICK. 06 DEMO. WATER TABLE AND BRICK VENEER TO WALL CORNER UP TO NEW BRICK LINTEL ABOVE NEW ROOF. MAINTAIN BRICK AND 4" BLOCK BELOW NEW FLOOR SLAB. REMOVE RIGID INSULATION AND CUT BACK BRICK TIES FLUSH WITH BLOCK. WALL WILL BE PAINTED, BUT LEFT EXPOSED. SAWCUT WATERTABLE PRECAST AND BRICK TO ACCOMMODATE NEW EXTEIOR WALL FINISH. 07 NEW OPENING IN WALL FOR DOOR 1040B. PROVIDE LINTEL PER STRUCTURAL DRAWINGS. PROVIDE SHORING AS REQUIRED. 08 DEMO WALL AND DOOR. MAINTAIN 4" BEARING WIDTH AND BEAM POCKET FOR BEAM ABOVE. SEE STRUCTURAL DRAWINGS. PROVIDE SHORING AS REQUIRED. 09 DEMO WALL AND DOOR AS INDICATED. AREA C NOT TO SCALE EXISTING BUILDING KEY PLAN NO. REASON DATE 01 eG e10 eE.6 eE eF 02 03 A.THE CONTRACTOR SHALL REMOVE SUCH EXISTING WORK AS CALLED FOR IN CONTRACT OR AS REQUIRED TO CLEAR THE AREAS FOR NEW CONSTRUCTION. B.THE CONTRACTOR SHALL REMOVE ALL EXISTING WIRE NOT BEING USED ABOVE LAY-IN CEILINGS; CONDUIT BEING ABANDONED SHALL BE REMOVED COMPLETELY BACK TO THE SOURCE. ALL EXISTING CIRCUITS NOT BEING USED SHALL BE MARKED AS SPARE CIRCUITS IN THE DESIGNATED PANEL. C.ALL DEMOLITION WORK SHALL BE PREFORMED WITH "DUE CARE AND DILIGENCE" AS TO PREVENT THE ARBITRARY DESTRUCTION OR INTERRUPTION OF CONCEALED UTILITIES WHICH ARE INTENDED TO REMAIN IN USE AND THE ROUTING OF WHICH COULD NOT BE PREDETERMINED UNTIL DEMOLITION WAS STARTED. ALL SUCH DISCOVERIES OF UTILITIES DURING THE DEMOLITION PROCESS WHICH ARE IN A LOCATION DIFFERENT FROM THAT INDICATED, OR ARE UNIDENTIFIED, SHALL BE REPORTED TO THE ARCHITECT PRIOR TO REMOVAL FOR FINAL DISPOSITION. D.WORK DESIGNATED TO REMAIN SHALL BE PROTECTED FROM DAMAGE AND PATCHED OR REPAIRED SHOULD DAMAGE OCCUR. E.WHERE EXISTING EQUIPMENT IS TO BE RELOCATED, EXTREME CARE SHALL BE TAKEN TO PREVENT DAMAGE DURING THE REMOVAL. WHERE DAMAGE OCCURS, THE EQUIPMENT SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. F.EXCEPT AS OTHERWISE NOTED, ALL EXISTING ELECTRICAL WORK WHICH WILL NOT BE RENDERED OBSOLETE AND WHICH MAY BE DISTURBED DUE TO ANY CHANGES REQUIRED UNDER THIS CONTRACT, SHALL BE RESTORED TO ITS ORIGINAL OPERATING CONDITION. OTHER ELECTRICAL WORK OR MATERIAL RENDERED OBSOLETE SHALL BE REMOVED OR ABANDONED WHERE CONCEALED AND REMOVED WHERE EXPOSED. OLD, UNUSED WIRING AND DEVICES SHALL BE REMOVED FROM THE ABANDONED (CONCEALED) CONDUITS. OUTLETS SHALL BE PROVIDED WITH BLANK COVERS. G.ALL DEBRIS BECOMES THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED DAILY FROM THE PREMISES AT THE CONTRACTOR'S EXPENSE AND BE DISPOSED OF ACCORDING TO LOCAL CODES AND GOVERNING AUTHORITIES. VERIFY SALVAGE MATERIALS WITH THE OWNER'S REPRESENTATIVE. H.WHERE EXISTING FIXTURES, WIRING DEVICES, AND ELECTRICAL EQUIPMENT ARE REMOVED, RECONNECT CIRCUITING AS REQUIRED TO MAINTAIN CONTINUITY TO OUTLETS REMAINING ON THE CIRCUIT WITHIN OCCUPIED SPACES. I.WHERE REQUIRED BY NEW CONSTRUCTION, PROVIDE EXTENSION RINGS, COVERPLATES, OR ACCESS PLATES AS REQUIRED TO MAINTAIN ACCESS TO EXISTING WIRING. J.FIELD VERIFY LOCATIONS OF EXISTING OUTLETS. WHERE NEW CONSTRUCTION CONFLICTS WITH EXISTING OUTLETS, REMOVE WIRING DEVICES OR RELOCATE FIXTURES AS REQUIRED, WHETHER OR NOT SPECIFICALLY INDICATED. K.WHERE EXISTING WIRING DEVICES ARE REMOVED AND JUNCTION BOXES ARE NOT REUSED, PROVIDE BLANK COVERPLATES. L.WHERE EXISTING CIRCUITS ARE EXTENDED TO SERVE NEW OR RELOCATED DEVICES OR FIXTURES, PROVIDE TYPE AND SIZE OF CONDUCTORS TO MATCH EXISTING. M.EXISTING CIRCUITING SHALL BE FIELD VERIFIED AND ADJUSTMENTS SHALL BE MADE, AS REQUIRED BY FIELD CONDITIONS. N.WHERE EXISTING ELECTRICAL WORK INTERFERES WITH NEW WORK AND WHERE SUCH INSTALLATIONS ARE TO REMAIN IN USE, THE INSTALLATIONS SHALL BE DISCONTINUED AND RELOCATED AND/OR RECONNECTED TO COORDINATE WITH NEW ELECTRICAL WORK. O.FEEDERS AND BRANCH CONDUIT SYSTEMS ENTERING AND LEAVING AREAS TO BE REMODELED WHICH SERVICE OTHER ACTIVE AREAS SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO MAINTAIN CONTINUITY OF THESE SYSTEMS. P.CONTRACTOR SHALL CONSULT OTHER TRADES PRIOR TO COMMENCING THIS WORK, TO AVOID CONFLICT. Q.DEMOLITION DRAWINGS ARE DIAGRAMMATIC AND SHOW INTENT OF WORK TO BE DONE. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, LABOR REQUIRED AND COST FOR REMOVAL OF ALL SYSTEMS CALLED FOR IN CONTRACT. R.ALL EXISTING CONSTRUCTION SHALL REMAIN UNLESS NOTED OTHERWISE. S.CONTRACTOR SHALL SUBMIT A TYPE WRITTEN INVENTORY OF MAJOR ELECTRICAL EQUIPMENT TO BE REMOVED IN DEMOLITION PHASE. INVENTORY SHALL DESCRIBE ITEM AND QUANTITY. AFTER OWNER HAS DECIDED WHICH EQUIPMENT TO RETAIN, CONTRACTOR SHALL REMOVE, COMPLETE FROM THE PROJECT SITE, ALL OTHER REMAINING ELECTRICAL EQUIPMENT INCLUDING ALL ITEMS NOT LISTED IN INVENTORY THAT ARE TO BE REMOVED IN DEMOLITION PHASE. T.REMOVE ALL EXISTING FIXTURES, WIRING DEVICES, ELECTRICAL EQUIPMENT AND CIRCUITING WHETHER SPECIFICALLY INDICATED OR NOT, AS REQUIRED BY THE ARCHITECTURAL DEMOLITION WORK IN THE AREA TO BE RENOVATED. U.CONTRACTOR TO PATCH AND REPAIR ALL AREAS AFFECTED BY THE DEMOLITION. V.FOR MECHANICAL DEMOLITION NOTES, REFER TO MECHANICAL PLANS. W.FIXTURES SHALL BE CLEANED THOROUGHLY AND RELAMPED BEFORE TURNING THEM OVER TO OWNER. X.IT IS THE INTENT OF THIS DOCUMENT TO UTILIZE THE REUSE OF BUILDING STANDARDS, SUCH AS, BUT NOT LIMITED TO, DOORS AND FRAMES, HARDWARE, ELECTRICAL AND TELEPHONE RECEPTACLES, DIFFUSERS, SPEAKERS, EXIT SIGNS AND PLUMBING FIXTURES WHERE POSSIBLE. ALL SUCH BUILDING MATERIALS REMOVED DURING DEMOLITION SHALL BE INVENTORIED AND NEATLY STORED ON SITE FOR REUSE. ALL SURPLUS FIXTURES AND MATERIAL ITEMS REMOVED DURING DEMOLITION BUT NOT REUSED DURING THIS PROJECT SHALL BE STORED FOR LATER USE. CONTRACTORS SHALL COORDINATE THE SEQUENCE FOR DEMOLITION AND THE LOCATION OF ON SITE STORAGE AREAS FOR EXISTING ITEMS TO BE REUSED, AND PROVIDE THE BUILDING WITH COPIES OF DEMOLITION INVENTORY. Y.THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL AND ELECTRICAL ENGINEERING DRAWINGS FOR ADDITIONAL HVAC OR ELECTRICAL DEMOLITION REQUIRED. Z.REMOVE ALL CONSTRUCTION SHOWN ON THE DRAWINGS AS EXISTING TO BE REMOVED, INCLUDING, BUT NOT LIMITED TO: FLOORING, PARTITIONS, (INCLUDING ELEMENTS OCCURRING ABOVE THE FINISHED CEILINGS), HANGERS, STRAPS AND OTHER ACCESSORY OBJECTS CONNECTED WITH THE ITEMS BEING REMOVED. AA.ON REMAINING WALLS ADJACENT TO THOSE BEING DEMOLISHED, EXISTING BASE SHALL BE REMOVED BACK TO NEAREST INSIDE CORNER AND WALLS SHALL BE REPAIRED SO AS TO CREATE A SMOOTH SURFACE READY TO RECEIVE NEW BASE. EXISTING WALL TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING DOOR TO REMAIN EXISTING DOOR TO BE DEMOLISHED EXISTING CASEWORK OR OTHER ITEM TO BE DEMOLISHED EXISTING CEILING GRID TO REMAIN EXISTING CEILING GRID TO BE DEMOLISHED 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 Rob Klinedinst Katie Buckman Anne Lebo 10/06/17 10/9/2017 3:30:51 PM C:\Users\katie.buckman\Documents\513.7505.00_CU_WrestlingExpansion_A-16_katie.buckman.rvt513.7505.00 AD1.1.2 DEMOLITION ROOF PLAN Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET 3/16" = 1'-0"AD1.1.2 1 CONVOCATION AREA C ROOF PLAN - DEMOLITION X SHEET KEYNOTES 01 REMOVE EXISTING ROOF DRAINS (3). MINIMIZE DAMAGE TO EXISTING MEMBRANE TO REMAIN. 02 EXISTING PVC ROOF MEMBRANE, OVERLAY BOARD, AND INSULATION. INSPECT ROOF FOR DAMAGE AND WEAR. DOCUMENT CONDITION WITH PHOTOS FOR OWNER AND REVIEW ANY CONCERNS WITH OWNER. NEW ROOF WILL BE SEAMED TO EXISTING. MAINTAIN ROOF ACCESS THROUGH EAST WALL OF STAIR TOWER. DEMOLISH WALLS AS INDICATED AND DESCRIBED ON DEMOLITION FLOOR PLAN. PRIOR TO DEMO OF EXTERIOR WALL, SEPARATE PVC MEMBRANE FROM WALL AND PROTECT IN PLACE. 03 CUT DOWN WALL AND PARAPET TO BEAM BEARING LEVEL. MAINTAIN WATER TIGHT CONDITION AT EAST WALL OF STAIR TOWER. CUT BRICKS AND BLOCK AT JOINT TO WALL RATHER THAN REMOVING. NEW ROOF WILL BE SEAMED TO EXISTING. PRIOR TO DEMO OF WALL PARAPET, SEPARATE PVC MEMBRANE FROM WALL AND PROTECT IN PLACE. AREA C NOT TO SCALE EXISTING BUILDING KEY PLAN NO. REASON DATE GENERAL NOTES - DEMOLITION DEMOLITION LEGEND SD 01 eG e10 eE.6 eE eF 01 01 01 WRESTLING GYM 1142 WRESTLING LOCKERS 1140 WRESTLING LOCKERS 1140 VESTIBULE 1139 STAIR 1047 A.THE CONTRACTOR SHALL REMOVE SUCH EXISTING WORK AS CALLED FOR IN CONTRACT OR AS REQUIRED TO CLEAR THE AREAS FOR NEW CONSTRUCTION. B.THE CONTRACTOR SHALL REMOVE ALL EXISTING WIRE NOT BEING USED ABOVE LAY-IN CEILINGS; CONDUIT BEING ABANDONED SHALL BE REMOVED COMPLETELY BACK TO THE SOURCE. ALL EXISTING CIRCUITS NOT BEING USED SHALL BE MARKED AS SPARE CIRCUITS IN THE DESIGNATED PANEL. C.ALL DEMOLITION WORK SHALL BE PREFORMED WITH "DUE CARE AND DILIGENCE" AS TO PREVENT THE ARBITRARY DESTRUCTION OR INTERRUPTION OF CONCEALED UTILITIES WHICH ARE INTENDED TO REMAIN IN USE AND THE ROUTING OF WHICH COULD NOT BE PREDETERMINED UNTIL DEMOLITION WAS STARTED. ALL SUCH DISCOVERIES OF UTILITIES DURING THE DEMOLITION PROCESS WHICH ARE IN A LOCATION DIFFERENT FROM THAT INDICATED, OR ARE UNIDENTIFIED, SHALL BE REPORTED TO THE ARCHITECT PRIOR TO REMOVAL FOR FINAL DISPOSITION. D.WORK DESIGNATED TO REMAIN SHALL BE PROTECTED FROM DAMAGE AND PATCHED OR REPAIRED SHOULD DAMAGE OCCUR. E.WHERE EXISTING EQUIPMENT IS TO BE RELOCATED, EXTREME CARE SHALL BE TAKEN TO PREVENT DAMAGE DURING THE REMOVAL. WHERE DAMAGE OCCURS, THE EQUIPMENT SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. F.EXCEPT AS OTHERWISE NOTED, ALL EXISTING ELECTRICAL WORK WHICH WILL NOT BE RENDERED OBSOLETE AND WHICH MAY BE DISTURBED DUE TO ANY CHANGES REQUIRED UNDER THIS CONTRACT, SHALL BE RESTORED TO ITS ORIGINAL OPERATING CONDITION. OTHER ELECTRICAL WORK OR MATERIAL RENDERED OBSOLETE SHALL BE REMOVED OR ABANDONED WHERE CONCEALED AND REMOVED WHERE EXPOSED. OLD, UNUSED WIRING AND DEVICES SHALL BE REMOVED FROM THE ABANDONED (CONCEALED) CONDUITS. OUTLETS SHALL BE PROVIDED WITH BLANK COVERS. G.WHERE REQUIRED BY NEW CONSTRUCTION, PROVIDE EXTENSION RINGS, COVERPLATES, OR ACCESS PLATES AS REQUIRED TO MAINTAIN ACCESS TO EXISTING WIRING. FIELD VERIFY LOCATIONS OF EXISTING OUTLETS. WHERE NEW CONSTRUCTION CONFLICTS WITH EXISTING OUTLETS, REMOVE WIRING DEVICES OR RELOCATE FIXTURES AS REQUIRED, WHETHER OR NOT SPECIFICALLY INDICATED. H.WHERE EXISTING WIRING DEVICES ARE REMOVED AND JUNCTION BOXES ARE NOT REUSED, PROVIDE BLANK COVERPLATES. I.WHERE EXISTING CIRCUITS ARE EXTENDED TO SERVE NEW OR RELOCATED DEVICES OR FIXTURES, PROVIDE TYPE AND SIZE OF CONDUCTORS TO MATCH EXISTING. J.EXISTING WORK TO BE REMOVED IS SHOWN DASHED, EXISTING WORK TO REMAIN IS SHOWN WITH A SOLID LINE, AND NEW WORK IS SHOWN WITH A HEAVY, SOLID LINE. K.EXISTING CIRCUITING SHALL BE FIELD VERIFIED AND ADJUSTMENTS SHALL BE MADE, AS REQUIRED BY FIELD CONDITIONS. L.WHERE EXISTING ELECTRICAL WORK INTERFERES WITH NEW WORK AND WHERE SUCH INSTALLATIONS ARE TO REMAIN IN USE, THE INSTALLATIONS SHALL BE DISCONTINUED AND RELOCATED AND/OR RECONNECTED TO COORDINATE WITH NEW ELECTRICAL WORK. M.FEEDERS AND BRANCH CONDUIT SYSTEMS ENETERING AND LEAVING AREAS TO BE REMODELED WHICH SERVICE OTHER ACTIVE AREAS SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO MAINTAIN CONTINUITY OF THESE SYSTEMS. N.CONTRACTOR SHALL CONSULT OTHER TRADES PRIOR TO THE COMMENCING THIS WORK, TO AVOID CONFLICT. O.DEMOLITION DRAWINGS ARE DIAGRAMMATIC AND SHOW INTENT OF WORK TO BE DONE. CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, LABOR REQUIRED AND COST FOR REMOVAL OF ALL SYSTEMS CALLED FOR IN CONTRACT. P.CONTRACTOR SHALL SUBMIT A TYPE WRITTEN INVENTORY OF MAJOR ELECTRICAL EQUIPMENT TO BE REMOVED IN DEMOLITION PHASE. INVENTORY SHALL DESCRIBE ITEM AND QUANTITY. AFTER OWNER HAS DECIDED WHICH EQUIPMENT TO RETAIN, CONTRACTOR SHALL REMOVE, COMPLETE FROM THE PROJECT SITE, ALL OTHER REMAINING ELECTRICAL EQUIPMENT INCLUDING ALL ITEMS NOT LISTED IN INVENTORY THAT ARE TO BE REMOVED IN DEMOLITION PHASE. Q.REMOVE ALL EXISTING FIXTURES, WIRING DEVICES, ELECTRICAL EQUIPMENT AND CIRCUITING WHETHER SPECIFICALLY INDICATED OR NOT, AS REQUIRED BY THE ARCHITECTURAL DEMOLITION WORK IN THE AREA TO BE RENOVATED. R.FIXTURES SHALL BE CLEANED THOROUGHLY AND RELAMPED BEFORE TURNING THEM OVER TO OWNER. S.IT IS THE INTENT OF THIS DOCUMENT TO UTILIZE THE REUSE OF BUILDING STANDARDS, SUCH AS, BUT NOT LIMITED TO, DOORS AND FRAMES, HARDWARE, ELECTRICAL AND TELEPHONE RECEPTACLES, DIFFUSERS, SPEAKERS, EXIT SIGNS AND PLUMBING FIXTURES WHERE POSSIBLE. ALL SUCH BUILDING MATERIALS REMOVED DURING DEMOLITION SHALL BE INVENTORIED AND NEATLY STORED ON SITE FOR REUSE. ALL SURPLUS FIXTURES AND MATERIAL ITEMS REMOVED DURING DEMOLITION BUT NOT REUSED DURING THIS PROJECT SHALL BE STORED FOR LATER USE. CONTRACTORS SHALL COORDINATE THE SEQUENCE FOR DEMOLITION AND THE LOCATION OF ON SITE STORAGE AREAS FOR EXISTING ITEMS TO BE REUSED, AND PROVIDE THE BUILDING WITH COPIES OF DEMOLITION INVENTORY. T.THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL AND ELECTRICAL ENGINEERING DRAWINGS FOR ADDITIONAL HVAC OR ELECTRICAL DEMOLITION REQUIRED. U.REMOVE ALL CONSTRUCTION SHOWN ON THE DRAWINGS AS EXISTING TO BE REMOVED, INCLUDING, BUT NOT LIMITED TO: FLOORING, PARTITIONS, (INCLUDING ELEMENTS OCCURRING ABOVE THE FINISHED CEILINGS), HANGERS, STRAPS AND OTHER ACCESSORY OBJECTS CONNECTED WITH THE ITEMS BEING REMOVED. EXISTING WALL TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING DOOR TO REMAIN EXISTING DOOR TO BE DEMOLISHED EXISTING CASEWORK OR OTHER ITEM TO BE DEMOLISHED EXISTING CEILING GRID TO REMAIN EXISTING CEILING GRID TO BE DEMOLISHED 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 Rob Klinedinst Katie Buckman Anne Lebo 10/06/17 10/9/2017 3:30:53 PM C:\Users\katie.buckman\Documents\513.7505.00_CU_WrestlingExpansion_A-16_katie.buckman.rvt513.7505.00 AD1.2.1 DEMOLITION REFLECTED CEILING PLAN Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET X SHEET KEYNOTES 3/16" = 1'-0"AD1.2.1 1 CONVOCATION AREA C REFLECTED CEILING PLAN - DEMOLITION 01 REMOVE EXISTING CEILING AND FIXTURES IN AREA INDICATED. AREA C NOT TO SCALE EXISTING BUILDING KEY PLAN NO. REASON DATE GENERAL NOTES - DEMOLITION DEMOLITION LEGEND 1/2" CONTINUOUS CLOSED CELL NEOPRENE COMPRESSED FILLER INTERIOR PARTITION AS SCHEDULED CONTOUR GWB TO SILL BELOW AS REQUIRED PROVIDE BREAK METAL (COLOR TO MATCH WALLS) GLASS WINDOW WALL MULLION NOTE: NO PHYSICAL OR MECHANICAL ATTACHMENT TO MULLION SHALL BE ALLOWED. 2 HOUR RATED PARTITION 1 HOUR RATED PARTITION LOWER RATED OR NON RATED PARTITION AS NOTED ON PLANS PARTITION TO MULLION RATING HIERARCHY DESIGN LATERAL LOAD OF 5 PSF, AND NO VERTICAL LOAD (NON-LOAD- BEARING). DEFLECTION LIMIT OF L/360 SHALL BE USED FOR BRITTLE WALL FINISHES, SUCH AS TILE, TERRAZO, AND PLASTER. DEFLECTION LIMIT OF L/240 MAY BE USED FOR ALL OTHER CONDITIONS. "WITH SHELVING" DESIGN FOR 16" SHELVING UNIT, LOAD OF 73 POUNDS PER LINEAR FOOT INCLUDING CONTENTS, CENTERED 8" FROM FACE OF WALL, FOR ONE ROW OF SHELVING ROUGHLY 4' A.F.F. DEFLECTION LIMIT OF L/240 DEFLECTION LIMIT OF L/360 WALL HEIGHT WITH SHELVING <10'362S125-18 16" O.C 362S125-18 16" O.C 362S125-18 16" O.C 362S125-18 16" O.C <12'362S125-18 16" O.C 362S125-33 16" O.C 362S125-18 16" O.C 362S125-33 16" O.C <14'362S125-18 16" O.C 362S125-33 16" O.C 362S125-33 16" O.C 362S125-33 16" O.C <16'362S125-33 16" O.C 362S125-33 16" O.C 362S125-54 16" O.C 362S125-54 16" O.C <18'362S125-43 16" O.C 362S125-43 16" O.C 600S125-33 16" O.C 600S125-33 16" O.C <20'362S125-68 16" O.C 362S125-68 16" O.C 600S125-33 16" O.C 600S125-33 16" O.C NOTES: 1. 2. 3. 600 S 162 - 54 MEMBER WEB DEPTH (6" = 600 x 1/100") STYLE S = STUD OR JOIST SECTION T = TRACK SECTIONS U = CHANNEL SECTIONS F = FURRING CHANNEL SECTIONS FLANGE WIDTH (1-5/8" = 1.625" = 162 x 1/100") MIL THICKNESS (.054" = 54 MILS; 1 MIL = 1/1000") 18 MIL = 25 GA 27 MIL = 22 GA 30 MIL = 20 GA (DRYWALL) 33 MIL = 20 GA (STRUCTURAL) 43 MIL = 18 GA 54 MIL = 16 GA 68 MIL = 14 GA WITH SHELVING WITHOUT SHELVING WITHOUT SHELVING CONCRETE / CMU WALL 3/4" MAX ACOUSTICAL SEALANT OR ACRYLIC FIRESTOP SEALANT. BACKER ROD AS NEEDED (1) OR (2) LAYERS OF GYPSUM WALLBOARD PER PARTITION TAG METAL STUD PER PARTITION TAG ONE SIDE OF DOOR OPENINGS AT RECESSES AT LOCATION STRUCUTRE INTERRUPTS THE WALL THICKNESS AT CHANGE OF WALL THICKNESS CHANGE IN HEIGHT OF WALL MORE THAN 16" BUILDING EXPANSION JOINT ALIGNED WITH BUILDING JOINTSUNBOUNDED INTERSECTION BOUNDED INTERSECTION L / 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 PARTITION 15' MAX30' MAX30' MAX FLOORLATCH SIDE OF DOOR STRUCTURE CEILING CONTROL JOINT INTERSECTING PARTITION OPENING GENERAL NOTE: FOLLOW GUIDELINES FOR CONTROL JOINTS PER ASTM C-840 STANDARD SPECIFICATION FOR APPLICATION AND FINISHING OF GYPSUM BOARD PLAN OVER DRYWALL 6" METAL STUD WALL w/ 5/8" GYP. BD. EACH SIDE FULLY-RECESSED FIRE EXTINGUISHER CABINET. FINISH SHALL BE BRUSHED S.S. ELEVATION DOUBLE, 22 GA. 6" STUDS ON EA. SIDE VERIFY W/ MANUF. 10 1/2" PLAN OVER CMU 1 1/2" MTL. STUD FURROUT W/ 5/8" GYP. BD. EACH SIDE RATED CMU WALL w/ FILLED CELLS FE VERIFY W/ MANUF. 11 1/2" F.E.C. FIRE-RATED F.E.C. FE FE TOP OF EXTINGUISHER AT 48" AFF PLAN BASE CEILING TOP BASE & FLOOR FINISH AS SCHEDULED 1" GYPSUM LINER PANEL TYPE X GYPSUM PANELS, FACE LAYER JOINT FINISHED. 1 HR - (1) 5/8" 2 HR - (2) 5/8" C-H Studs @ 24" O.C. CONTINUOUS METAL J-RUNNER TYPE X GYPSUM PANELS, FACE LAYER JOINT FINISHED. 1 HR - (1) 5/8" 2 HR - (2) 5/8" C-H Studs @ 24" O.C.CONTINUOUS METAL J-RUNNER PROVIDE 1/2" SPACE FROM RUNNER TO TOP OF STUD TO ALLOW FOR FLOOR SLAB DEFLECTION SEE RCP & FINISH SCHEDULE FOR CEILING MATERIAL & FINISH SHAFT SIDE SHAFT SIDE FLOOR CONSTRUCTION NOTE: 1 HR = UL U469 2 HR = UL U438 2-1/2" = 12'-3" MAX. 4" = 17'-6" MAX. 2-1/2" = 12'-3" MAX. 4" = 17'-6" MAX. BASE AS SCHEDULED (SOUND ATTENUATION - SAND FILLED) >S 8" x 8" x 16" NOMINAL CMU PLAN BASE CEILING TOP REINFORCING AS REQ'D, SEE STRUCTURAL SET BOTTOM COURSE IN FULL MORTAR BED (SOUND ATTENUATION - SAND FILLED) >S SEE HEAD OF WALL DETAILS FOR APPLICABLE PARTITION HEIGHT CATEGORY & RATING SEE RCP & FINISH SCHEDULE FOR CEILING MATERIAL & FINISH SEALANT BOTH SIDES AS REQUIRED NOTE: 1. 2. ( ) = MODIFIER 2 HR = UL U906 3 HR = UL U914 4 HR = UL U901 8" x 8" x 16" NOMINAL CMU FLOOR FINISH AS SCHEDULED BASE & FLOOR FINISH AS SCHEDULED (SOUND ATTENUATION BLANKETS) >S (1) LAYER 5/8" GYPSUM BOARD BOTH SIDES PLAN BASE CEILING TOP METAL STUDS @ 16" O.C. CONTINUOUS METAL RUNNER (SOUND ATTENUATION BLANKETS) >S (1) LAYER 5/8" GYPSUM BOARD BOTH SIDES METAL STUDS @ 16" O.C. SEE HEAD OF WALL DETAILS FOR APPLICABLE PARTITION HEIGHT CATEGORY & RATING SEE RCP & FINISH SCHEDULE FOR CEILING MATERIAL & FINISH HOLD GWB 1/2" ABOVE SLAB NOTE: 1. 2. ( ) = MODIFIER TYPE X FIRE RATED CORE FOR RATED CONDITION 1 HR = UL U419 2 HR = UL U411 HEAD DETAIL - UL HW-D-1011 FIRE TRAK DEFLECTION SYSTEM 1HR. & 2HR. SHADOWLINE 3" DEFLECTION 4" DEFLECTION AT EAST & WEST DATA HALL WALLS FIRE RATED GYPSUM COMPOUND OR FIRE CAULK ROOF SLAB FIRE TRAK SHADOWLINE POSI CLIPS2"4" @ E&W3"2"8"METAL STUD 5/8" TYPE 'X' GYP. 2 HR. RATING REQUIRES ADDITIONAL LAYER OF TYPE 'X' GYP. CORNER BEAD 5/8" TYPE 'X' GYP. 2 HR. RATING REQUIRES ADDITIONAL LAYER OF TYPE 'X' GYP. FIRE TRAK DEFLECTION SYSTEM 1HR. & 2HR. SHADOWLINE 3" DEFLECTION METAL STUD FIRE TRAK SHADOWLINE POSI CLIPS6"3"4"5/8" TYPE 'X' GYP. 2 HR. RATING REQUIRES ADDITIONAL LAYER OF TYPE 'X' GYP.1' - 1"CORNER BEAD CORNER BEAD METAL STUD 5/8" TYPE 'X' GYP. 2 HR. RATING REQUIRES ADDITIONAL LAYER OF TYPE 'X' GYP. 5/8" TYPE 'X' GYP. 2 HR. RATING REQUIRES ADDITIONAL LAYER OF TYPE 'X' GYP. SEALANT AND BACKER ROD SEALANT AND BACKER ROD VERTICAL REINFORCEMENT PER STRUCTURAL DRAWINGS VERTICAL REINFORCEMENT PER STRUCTURAL DRAWINGS REFER TO STRUCTURAL DRAWINGS FOR HORIZONTAL REINFORCEMENT AT CONTROL JOINTS PREFORMED CONTROL JOINT GASKET CONTROL JOINT - BOTH SIDES ACOUSTICAL SEALANT - BOTH SIDES METAL STUD PER PARTITION TYPE GWB PER PARTITION TYPE 1/2" MAX 1/2" MAX 1/2" MIN TWO LAYER OF GWB NON-RATED JOINT RATED JOINT WHI -647-3024 WH1-651-0318.1 METAL RUNNER TRACK- SEE HEAD DETAILS THIS SHEET PARTITION AS SCHEDULED ON PLANS CEILING - SEE REFLECTED CEILING PLANS SOUND ATTENUATION BLANKETS PER PARTITION TAG METAL STUD TO STRUCTURE 8"STRUCTURE 8"METAL STUD BRACING TO STRUCTURE METAL RUNNER TRACK PARTITION AS SCHEDULED ON PLANS CEILING - SEE REFLECTED CEILING PLANS SOUND ATTENUATION BLANKETS PER PARTITION TAG CONTRACTOR OPTION - METAL STUD TO STRUCTURE ILO BRACING TAPE AND JOINT COMPOUND GYPSUM SUSPENDED CEILING RUNNER CHANNEL FURRING CHANNEL AND CLIP TOGGLE BOLT GYPSUM WALL BOARD PER TAG STEEL STUD PER TAG STEEL STUD TRACK ACOUSTICAL TILE PER FINISH SCHEDULE PARTITION CEILING TRACK PARTITION CLIP COORDINATE TYPE WITH TILE VERTICAL STRUCT OR STABILIZER BAR SPLAY WIRES PERPENDICULAR TO PARTITION4 5.00°"T" SECTION STEEL STUD PER PARTITION TAG MINERAL WOOL BATT INSULATION ROOF / FLOOR DECK FIRESTOP JOINT SPRAY METAL CEILING TRACK RUNNER PARTITION PER PLAN SOUND ATTENUATION BLANKETS LAYER OF GWB COPED INTO METAL DECK PARTITION PER PLAN CONTINUOUS ACOUSTICAL SEALANT BETWEEN GWB AND DECK METAL CEILING RUNNER SCREWED TO DECK RATED CONDITION NON - RATED CONDITION ROOF / FLOOR DECK 1"1"FORMING MATERIAL - MINERAL WOOL ROOF / FLOOR DECK FIRESTOP JOINT SPRAY METAL CEILING TRACK RUNNER PARTITION PER PLAN 1"ACOUSTICAL SEALANT1"FASTEN METAL CEILING TRACK RUNNER TO CLIPS BEAM PER STRUCTURAL Z-CLIP @ 2'-0" O.C. FASTEN BEFORE SFRM APPLICATION SFRM PER UL RATING 6"NO GWB SCREWS ABOVE THIS POINT. NO SCREWS INTO RUNNER 2" WIDE STEEL STRAPS - 24" O.C. FORMING MATERIAL - MINERIAL WOOL PLUGS SOUND ATTENUATION BLANKETS RATED HEAD CONDITION NON RATED HEAD CONDITION NON RATED HEAD CONDITION AT BEAM ROOF / FLOOR DECK NO GWB SCREWS ABOVE THIS POINT. NO SCREWS INTO RUNNER METAL CEILING TRACK RUNNER PARTITION PER PLAN 2" WIDE STEEL STRAPS - 24" O.C. PARTITION PER PLAN NO GWB SCREWS ABOVE THIS POINT. NO SCREWS INTO RUNNER6"6"1"CONTROL JOINT ACOUSTICAL SEALANT - BOTH SIDES METAL STUD PER PARTITION TYPE GWB PER PARTITION TYPE 7/8" HAT CHANNEL CMU PARTITION CMU PARTITION PER PLAN ROOF/ FLOOR JOIST PER STRUCUTURAL1"SFRM PER FLOOR ASSEMBLY CUT BLOCK AS NEED TO PROVIDE 1" GAP BETWEEN STRUCUTRAL AND PARTITION ROOF/FLOOR DECKING PER ASSEMBLY CONT. ANGLE PER STRUCTRAL FOR PARTITION LATERAL BRACING CUT BLOCK AS NEED TO PROVIDE 1" GAP BETWEEN STRUCUTRAL AND PARTITION MINERAL WOOL BATT INSULATION SPRAY OR TROWELED FIRESTOP CMU PARTITION RATED HEAD DETAIL AT JOIST / BEAM CMU PARTITION RATED HEAD DETAIL BETWEEN JOIST / BEAM 1"CMU PARTITION PER PLAN ANGLE PER STRUCTURAL ANCHORED TO BEAM / JOIST CUT BLOCK AS NEED TO PROVIDE 1" GAP BETWEEN STRUCUTRAL AND PARTITION ROOF/FLOOR DECKING PER ASSEMBLY CONT. ANGLE PER STRUCTRAL FOR PARTITION LATERAL BRACING MINERAL WOOL BATT INSULATION SPRAY OR TROWELED FIRESTOP CMU PARTITION RATED HEAD DETAIL AT JOIST / BEAM CMU PARTITION HEAD DETAIL AT BEAM1"SFRM BEAM, SEE STRUCTURAL ROOF/FLOOR DECKING PER ASSEMBLY CONT. ANGLE WELDED TO BEAM1"FIRE STOPPING AT RATED CONDITIONS, COMPRESSIBLE FILLER W/ ACOUSTICAL SEALANT AT NON RATED CONDITIONS 1.FIRE- AND SMOKE-RATED PARTITION ASSEMBLIES CONTINUE TO STRUCTURE ABOVE (HEAD CONDITION "A") UNLESS NOTED OTHERWISE, OR UNLESS OTHERWISE INDICATED BY THE CORRESPONDING FIRE RATED ASSEMBLY DIAGRAM. 2.PROVIDE ACOUSTICAL CAULKING AROUND ALL PERIMETERS EDGES AND PENETRATIONS AT SOUND-INSULATED WALLS. OFFSET ELECT. AND TELEPHONE OUTLETS 16" MIN (SEPARATE STUD CAVITIES). AT SOUND INSULATED WALLS PROVIDE ACOUSTICAL CAULKING AROUND ALL PERIMETERS EDGES AND PENETRATIONS. OFFSET ELECT. AND TELEPHONE OUTLETS 16” MIN (SEPARATE STUD CAVITIES) 3.WALLS ARE DIMENSIONED TO FINISH FACE OF WALL, UNLESS INDICATED OTHERWISE. 4.WHERE ADJACENT PARTITION TYPES ARE OF DIFFERENT OVERALL THICKNESS, ALIGN FINISHES ON VISIBLE SIDE, AND FURR OPPOSITE SIDE AS REQUIRED FOR A FLUSH INSTALLATION. 5.PARTITION TYPES AROUND ROOMS AND SPACES SHALL BE CONTINUOUS AROUND THE ENTIRE SPACE. WHERE MORE THAN ONE PARTITION TYPE IS INDICATED, THE WALL TYPE WITH THE HIGHEST FIRE AND/OR ACOUSTICAL PERFORMANCE SHALL BE USED. 6.FIRE SAFE ALL PENETRATIONS THROUGH FIRE RATED WALLS TO THE LEVEL OF PROTECTION REQUIRED BY THE WALL. FIRE SAFE AT PERIMETERS OF RATED WALLS WHERE VOIDS OCCUR, SUCH AS DECK FLUTES. 7.REFER TO THE FINISH SCHEDULE AND/OR FLOOR PLANS FOR LOCATION OF FINISH MATERIALS FOR WALL TYPES INDICATING DIFFERENT FINISHES ON EACH SIDE OF WALL. 8.WET WALLS IN TOILET ROOMS TO RECEIVE CERAMIC TILE SHALL USE MOISTURE-RESISTANT FIBERGLASS-MAT GYPSUM BOARD IN PLACE OF GWB. 9.BRACE ALL CHASE WALLS FROM STUD TO STUD AT 4” OC MIN. VERTICAL AND PER MANUFACTURER'S RECOMMENDATION UNLESS NOTED OTHERWISE. 10.PROVIDE STEEL STUD GAUGES AND/OR DIAGONAL BRACING AT TOPS OF WALLS PER MANUFACTURER'S RECOMMENDATIONS FOR WALL TYPE, HEIGHT, AND USE BASED ON L/240 LIMITING HEIGHTS." 11.ALL CORNERS AND EDGES EXPOSED TO VIEW SHALL RECEIVE METAL EDGE BEADS TREATED WITH DRYWALL COMPOUND TO A HEIGHT OF 6” ABOVE FINISHED CEILINGS MIN." 12.ALL UL-RATED WALL ASSEMBLIES SHALL BE IDENTIFIED W/ STENCILING ABOVE THE FINISHED CEILING ON BOTH FACES, ON ALL WALLS AS "FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS" WITH HOUR RATING INCLUDED. 13.ALL MATERIALS USED IN RATED ASSEMBLIES SHALL CONFORM TO REFERENCED STANDARDS." 14.USE MOISTURE- AND MOLD-RESISTANT GWB ON INTERIOR SIDE OF MECHANICAL ROOM WALLS." 15.PROVIDE CONTINUOUS HORIZONTAL BRIDGING FOR WALLS EXTENDING 10'-0" OR GREATER IN HEIGHT FROM FINISH FLOOR. PARTITION RATING: 0xxx NON-RATED 1xxx 1-HOUR RATED 2xxx 2-HOUR RATED 3xxx 3-HOUR RATED 4xxx 4-HOUR RATED PARTITION RATING PARTITION MATERIAL NOMINAL WIDTH OF STRUCTURE NXNX X PARTITION HEIGHT CATEGORY (EXTEND TO STRUCTURE IF NOT INDICATED) PARTITION MODIFIER PARTITION CONSTRUCTION: xFxx FURRING xGxx GYP / METAL STUD xSxx SHAFT xMxx MASONRY xWxx GYP / WOOD STUD xExx EXISTING NOMINAL WIDTH OF STRUCTURE: (SEE PARTITION STRUCTURE KEY AT LEFT) PARTITION HEIGHT CATEGORY: xxxA EXTEND TO STRUCTURE ABOVE xxxB TERMINATE ABOVE CEILING xxxC TERMINATE AT CEILING xxxP PARTIAL HEIGHT PARTITIONS PARTITION MODIFIER: A ABOVE ACCESS FLOOR B BALLISTIC LEVEL RATED E EXTRA LAYER OF GYPSUM G GROUT MASONRY SOLID I IMPACT RESISTANT K SMOKE RATED M METAL PANEL O MOVABLE PARTITION (OPERABLE) R MOISTURE RESISTANT S SOUND ATTENUATION BATTS V VAPOR BARRIER Z ACCENT WALL (SEE INTERIOR DETAILS) NON STRUCTURAL METAL FRAMING CONCRETE MASONRY UNIT (CMU) METAL FURRING CHANNELS NON STRUCTURAL SHAFT FRAMING WOOD FRAMING xG1x 1-5/8" METAL STUD xG2x 2-1/2" METAL STUD xG3x 3-5/8" METAL STUD xG4x 4" METAL STUD xG6x 6" METAL STUD xG8x 8" METAL STUD xM4x 4" CMU xM6x 6" CMU xM8x 8" CMU xM12x 12" CMU xF0x 1/2" FURRING CHANNEL xF1x 7/8" FURRING CHANNEL xF2x 1-1/2" FURRING CHANNEL NOTE: FOR SIZES ABOVE xF2x USE NON- STRUCTURAL METAL FRAMING ATTACHED TO SUBSTRATE xS2x 2-1/2" C-H STUD W/ 1" GYP SHAFT LINER xS4x 4" C-H STUD W/ 1" GYP SHAFT LINER xS6x 6" C-H STUD W/ 1" GYP SHAFT LINER xW4x 2X4 WOOD FRAMING xW6x 2X6 WOOD FRAMING xW8x 2X8 WOOD FRAMING 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 Rob Klinedinst Katie Buckman Anne Lebo 10/06/17 10/9/2017 3:30:20 PM C:\Users\katie.buckman\Documents\513.7505.00_CU_WrestlingExpansion_A-16_katie.buckman.rvt513.7505.00 A0.1.0 WALL TYPES Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET GENERAL NOTES - PARTITIONS PARTITION HEIRARCHY LIMITING HEIGHTS - STEEL STUD PARTITION TAG KEY NOT TO SCALE <xS3A> SHAFT - SLAB TO DECK NOT TO SCALE <xMxA> MASONRY - SLAB TO DECK NOT TO SCALE <xGxA> GWB - SLAB TO DECK NOT TO SCALE HEAD OF WALL DETAIL - DEFLECTION TRACK NOT TO SCALE HEAD DETAIL - DEFLECTION TRACK PARTITION STRUCTURE KEY PARTITION TYPES FIRE EXTINGUISHER CABINETGWB PARTITION, DEFLECTION TRACK CMU CONTROL JOINTSGWB CONTROL JOINTS NOT TO SCALE CONTROL JOINT - CMU NOT TO SCALE HEAD - GWB - COND. B(2) NOT TO SCALE HEAD - GWB - COND. B(1) NOT TO SCALE HEAD - GWB - COND. C NOT TO SCALE HEAD - GWB - COND. C (ACT) NOT TO SCALE HEAD - GWB - PERPENDICULAR TO DECK - COND. A NOT TO SCALE HEAD - GWB - PARALLEL TO DECKING NOT TO SCALE GWB CONTROL JOINT AT FRAMING CHANGE GWB HEAD CONDITIONS CMU HEAD CONDITIONS NOT TO SCALE HEAD - CMU - PARALLEL TO DECKING NOT TO SCALE HEAD - CMU RATED - PERPENDICULAR TO DECKING NO. REASON DATE FECFEC 1.ALL INTERIOR LOAD BEARING MASONRY WALLS SUPPORTING ROOF ONLY SHALL MAINTAIN A 1 HOUR FIRE RATING FOLLOWING UL U905. 2.ALL EXTERIOR LOAD BEARING WALLS SHALL MAINTAIN A 2 HOUR FIRE RATING FOLLOWING UL U905. 3.ROOF STRUCTURE/DECKING TO MAINTAIN A 1 HOUR FIRE RATING FOLLOWING UL P732 4.UNWRAPPED STRUCTURAL TUBE COLUMNS IN EXTERIOR LOAD BEARING WALLS TO MAINTAIN A 2 HOUR FIRE RATING FOLLOWING UL U622. 5.WORK NOTED "BY OTHERS" OR "NIC" SHALL BE PROVIDED BY OWNER OR UNDER SEPARATE CONTRACT. 6.SEE SHEET PARTITION TAG KEY AND A0.1.0 FOR PARTITION TYPES. 7.SEE SHEET A9.0.0 FOR DOOR TYPES AND DETAILS 8.PROVIDE CONTROL JOINTS ON GYP. BD. ASSEMBLIES PER SPECIFICATIONS AND WHERE SHOWN. 9.EXTEND WALLS TO DECK ABOVE STOREFRONT SYSTEMS AND GLASS WALL PARTITIONS. 10.REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD CONDITIONS WHEN APPLICABLE. CONFIRM THAT WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OF WORK IN QUESTIONS. 11.COORDINATE AND PROVIDE METAL OR RATED SOLID WOOD BLOCKING (FIRE TREATED) IN PARTITIONS AND CEILING FOR MILLWORK, WALL AND CEILING ATTACHED ITEMS AS SPECIFIED. 12.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS, DIMENSIONS AND TYPES, DOOR AND WINDOW LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. INCASE OF CONFLICT, NOTIFY ARCHITECT. 13.COORDINATE WITH TENANT AND OWNER, THE SCHEDULE FOR TELEPHONE, DATA, SECURITY AND AUDIO VISUAL INSTALLATIONS. 14.PARTITIONS AT BUILDING PERIMETER SHALL BE CENTERED ON CENTER LINE OF COLUMN OR WINDOW MULLION, UNLESS OTHERWISE NOTED. 15.PROVIDE PARTITION TYPE WITH THE HIGHEST UL AND/OR ACOUSTICAL PERFORMANCE RATING WHERE MORE THAN ONE PARTITION TYPE IS INDICATED. PARTITIONS SHALL BE HEAD CONDITION 'A' UNLESS OTHERWISE NOTED. 16.OFFSET ELECTRICAL AND TELEPHONE OUTLETS 16" MINIMUM IN SEPARATE STUD WALL CAVITIES. 1.AT SOUND INSULATED WALLS PROVIDE ACOUSTICAL CAULKING AROUND ALL PERIMETERS EDGES AND PENETRATIONS. OFFSET ELECT. AND TELEPHONE OUTLETS 16" MIN (SEPARATE STUD CAVITIES) 2.WALLS ARE DIMENSIONED TO FINISH FACE OF WALL, UNLESS INDICATED OTHERWISE 3.WHERE ADJACENT PARTITION TYPES ARE OF DIFFERENT OVER ALL THICKNESS, ALIGN FINISHES ON VISIBLE SIDE, AND FURR OPPOSITE SIDE AS REQUIRED FOR A FLUSH INSTALLATION 4.PARTITION TYPES AROUND ROOMS AND SPACES SHALL BE CONTINUOUS AROUND THE ENTIRE SPACE. WHERE MORE THAN ONE PARTITION TYPE IS INDICATED, THE WALL TYPE WITH THE HIGHEST FIRE AND OR ACOUSTICAL PERFORMANCE SHALL BE USED. 5.FIRE SAFE ALL PENETRATIONS THROUGH FIRE RATED WALLS TO THE LEVEL OF PROTECTION REQUIRED BY THE WALL. FIRE SAFE AT PERIMETERS OF RATED WALLS WHERE VOIDS OCCUR, SUCH AS FLOOR DECK FLUTES. 6.REFER TO THE FINISH SCHEDULE AND / OR FLOOR PLANS FOR LOCATION OF FINISH MATERIALS FOR WALL TYPES INDICATING DIFFERENT FINISHES ON EACH SIDE OF THE WALL. 7.WET WALLS IN TOILET ROOMS TO RECEIVE CERAMIC TILE SHALL USE MOISTURE RESISTANT FIBERGLASS-MAT GYP. BOARD IN PLACE OF GYP. BOARD. 8.CROSS BRACE ALL CHASE WALLS FROM STUD TO STUD AT 4" O.C. MIN., VERTICAL AND PER MANUFACTURES RECOMMENDATION UNLESS NOTED OTHERWISE. 9.PROVIDE STEEL STUD GAUGES AND OR DIA. BRACING AT TOPS OF WALLS PER MANUFACTURES RECOMMENDATIONS FOR WALL TYPE, HEIGHT & USE - BASED ON L/240 LIMITING HEIGHTS. 10.ALL EXPOSED TO VIEW, CORNERS & ENDS SHALL RECEIVE MTL. EDGE BEADS TREATED WITH DRYWALL COMPOUND TO A HEIGHT OF 6" ABOVE FINISHED CEILINGS. 11.ALL UL RATED WALL ASSEMBLIES SHALL BE IDENTIFIED w/ STENCILING ABOVE THE FINISHED CEILING ON BOTH FACES, ON ALL WALLS AS "FIRE & SMOKE BARRIER-PROTECT ALL OPENINGS" WITH HOUR RATING INCLUDED. 12.ALL MATERIALS USED IN RATED ASSEMBLIES SHALL CONFORM TO REFERENCED STANDARDS. 13.USE MOISTURE AND MOLD-RESISTANT GWB ON INTERIOR SIDE OF MECHANICAL ROOM WALLS PARTITION RATING: 0xxx NON-RATED 1xxx 1-HOUR RATED 2xxx 2-HOUR RATED 3xxx 3-HOUR RATED 4xxx 4-HOUR RATED PARTITION RATING PARTITION MATERIAL NOMINAL WIDTH OF STRUCTURE NXNX X PARTITION HEIGHT CATEGORY (EXTEND TO STRUCTURE IF NOT INDICATED) PARTITION MODIFIER PARTITION CONSTRUCTION: xFxx FURRING xGxx GYP / METAL STUD xSxx SHAFT xMxx MASONRY xWxx GYP / WOOD STUD xExx EXISTING NOMINAL WIDTH OF STRUCTURE: (SEE PARTITION STRUCTURE KEY AT LEFT) PARTITION HEIGHT CATEGORY: xxxA EXTEND TO STRUCTURE ABOVE xxxB TERMINATE ABOVE CEILING xxxC TERMINATE AT CEILING xxxP PARTIAL HEIGHT PARTITIONS PARTITION MODIFIER: A ABOVE ACCESS FLOOR B BALLISTIC LEVEL RATED E EXTRA LAYER OF GYPSUM G GROUT MASONRY SOLID I IMPACT RESISTANT K SMOKE RATED M METAL PANEL O MOVABLE PARTITION (OPERABLE) R MOISTURE RESISTANT S SOUND ATTENUATION BATTS V VAPOR BARRIER Z ACCENT WALL (SEE INTERIOR DETAILS) INTERIOR ELEVATION MARKER ELEVATION DATUM POINT EXTERIOR ELEVATION MARKER NORTH ARROW DOOR NUMBER ALUMINUM FRAMING SYSTEM TAG DETAIL MARKER SECTION MARKER COLUMN GRID AND GRID BUBBLES ROOM NAME ROOM NUMBER A301 2 CARD READER AFS-20 CR WALL TAG WINDOW TAG TOILET ACCESSORIES TAG SHEET KEYNOTE MATERIALS TAG EQUIPMENT TAG 0A00A KX 00 ? A EQ-1 PTD 2222 VIEW ELEMENTS SITE & LOCATION ELEMENTSARCHITECTURAL ELEMENTS ANNOTATIONS 00 00AA ROOM NAME 101 1 A101 SIM A5.0.2B 1 A5.0.2B 1 1 1 1 Level Name 0'-0" CEILING TYPE FINISH ELEVATIONACT-1 +1' - 0" A2.1.1 3 RECEPTION 1143 ASST. COACH OFFICES 1144 COACH 1146 STORAGE 1147 FITNESS 1148LOUNGE 1149 WRESTLING GYM 1142 COACH LOCKERS 1137 1D A3.1.0 1C A3.1.0 1A A3.1.0 2M8A 2M8A COACH RESTROOM 1138 CONFERENCE 1145 92' - 7 3/8"11' - 4"2' - 8"40' - 0" MAT, TYP.6 3/16"8"2' - 0"2' - 0"2' - 0"16' - 0"2' - 4"16' - 0"9' - 0"6' - 8"6' - 2"2' - 10"7' - 5"5' - 11"8"5' - 11"3' - 5"16' - 0"11' - 0"8' - 0"A2.1.1 2 2A A3.2.0 4A A3.2.0 1A A3.2.1 WRESTLING LOCKERS 1140 VESTIBULE 1139 STAIR 1047 WRESTLING GYM ADDITION CORRIDOR 1150 A2.1.1 1 A4.0.0 5A A4.0.0 5D A4.0.01A1137A1138A1139A1140A 1047C 1149A1148A1147A1146A1144B 1143A 1136A 0G6A S 0G6A S 0G3A S 0G6A S 0G6A S 0G6B0G6B0G6B8'-6"8'-3"3'-4"N-35' - 11 3/16" 8' - 0" 8 3/8" 2A A3.2.0 Sim eG e10 eE.6 eE eF 01 0202 MAINTAIN 10'-0" X 7'-0" CLR. PER OWNER REQUEST 0303 03 03 03 03 03 03 03 2' - 9"4' - 1"4' - 1"4' - 1"4' - 8"4' - 4 5/8"4' - 8 1/8"4' - 8 1/8"4' - 8 1/8"2' - 0 1/2" 04 04 A3.2.1 5A N-2 N-2 N-3N-1N-1N-1 05 05 05 05 05 06 03 07 2' - 0"2' - 0"1' - 0"1' - 5"8"EQ E Q 6' - 4"1' - 1"A2.2.0 2D 6A A3.2.0 40' - 0" MAT, TYP. 38' - 0"6' - 6 3/8"29' - 10 7/8"6' - 6 3/8"ALIGN WITH EXISTING CMU FACE AT INTERIOR OF SPACE42' - 11 5/8"24' - 0"ALIGN ALIGN 7' - 4"16' - 8"4'-0"8'-0"7'-4"8'-0"7'-4"8'-0"7'-4"8'-0"7'-4"12'-0"3'-4"8'-0"7'-4"8'-0"7'-4"8'-0"2'-8"1' - 7"6' - 0"9' - 4"5' - 8 1/4"5' - 3 5/8"4' - 8"8' - 0"7' - 4"8' - 0"7' - 4"8' - 0"7' - 4"8' - 0"7' - 4"8' - 0"7' - 4"8' - 0"7' - 4"8' - 0"7' - 4"8' - 0" ALIGN ALIGN 10' - 8 3/4" 122' - 0"16' - 4 3/4"08 08 08 08 080808080808 08080808080808080808 08 08 09 2' - 6"4' - 10"4' - 10" 09 2' - 6"4' - 10"4' - 10" 09 2' - 6"4' - 10"4' - 10" 09 2' - 5" 09 2' - 5"2' - 5"093' - 9"4' - 9"3' - 9"4' - 9"10 10 11 11 12 12 1145A1144A1140BWRESTLING ENTRY 1136 0G6A 6A A3.2.0 Sim 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 Rob Klinedinst Katie Buckman Anne Lebo 10/06/17 10/9/2017 3:30:24 PM C:\Users\katie.buckman\Documents\513.7505.00_CU_WrestlingExpansion_A-16_katie.buckman.rvt513.7505.00 A1.1.1 FLOOR PLAN AREA C Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET X SHEET KEYNOTES GENERAL NOTES - FLOOR PLAN GENERAL NOTES - PARTITION TYPES PARTITION TAG LEGEND FLOOR PLAN LEGEND X SHEET KEYNOTES 3/16" = 1'-0"A1.1.1 1 CONVOCATION AREA C FLOOR PLAN AREA C NOT TO SCALE EXISTING BUILDING KEY PLAN NO. REASON DATE 01 NEW WRESTLING MAT BY OWNER - PROMATS RESILIT MODEL RSP-625 OR EQUAL, 1 1/4" THICK, 40' X 40', ONE TONE, STANDARD DESIGN - BURNT ORANGE WITH BLACK LINES. BY OWNER 02 EXISTING WRESTING MATS 03 RUBBER TRANSITION STRIP - EXISTING MONDO FLOORING IN PRACTICE GYM. VCT IN CORRIDOR. TRANSITION STRIP TO MATCH VCT. SEE FINISH SCHEDULE 04 FITNESS EQUIPMENT IN THIS AREA BY OWNER. SHOWN FOR SPACE PLANNING PURPOSES AND POWER/DATA LOCATIONS ONLY 05 FURNITURE IN THIS AREA BY OWNER. SHOWN FOR SPACE PLANNING PURPOSES AND POWER/DATA LOCATIONS ONLY 06 REFRIGERATOR BY OWNER. SHOWN FOR SPACE PLANNING PURPOSES AND POWER LOCATION ONLY. NO WATER. 07 RUBBER TRANSITION STRIP - VCT IN CORRIDOR TO CARPET TILE IN VESTIBULE. SEE FINISH SCHEDULE. 08 PROVIDE ROLLER SHADES - MANUALLY OPERATED WITH CORD AT ALL NEW EXTERIOR WINDOW LOCATIONS 09 PROVIDE MINI BLINDS AT ALL INTERIOR WINDOWS IN CONFIGURATIONS SHOWN 10 NEW WALL MATS BY OWNER, TYP. PRESERVE EXISTING MATS IN PLACE WHERE POSSIBLE. RELOCATE AS NECESSARY DURING CONSTRUCTION. 11 2 HOUR FIRE RATED COLUMN WRAP - UL SYSTEM Y622. PROVIDE 1.25" RIGID INSULATION AT INTERIOR FACE AND 2.75" RIGID INSULATION AT EXTERIOR FACE AND ALUMINUM WRAP AROUND ENTIRE SYSTEM. DETAIL VAIRIES FROM "POST" IN SOUTH WALL. NO CMU HERE. 12 2 HOUR FIRE RATED COLUMN UP DN 193.70' 197.20' 197.20' INTERIOR ELEVATION MARKER ELEVATION DATUM POINT EXTERIOR ELEVATION MARKER NORTH ARROW DOOR NUMBER ALUMINUM FRAMING SYSTEM TAG DETAIL MARKER SECTION MARKER COLUMN GRID AND GRID BUBBLES ROOM NAME ROOM NUMBER A301 2 CARD READER AFS-20 CR WALL TAG WINDOW TAG TOILET ACCESSORIES TAG SHEET KEYNOTE MATERIALS TAG EQUIPMENT TAG 0A00A KX 00 ? A EQ-1 PTD 2222 VIEW ELEMENTS SITE & LOCATION ELEMENTSARCHITECTURAL ELEMENTS ANNOTATIONS 00 00AA ROOM NAME 101 1 A101 SIM A5.0.2B 1 A5.0.2B 1 1 1 1 Level Name 0'-0" CEILING TYPE FINISH ELEVATIONACT-1 +1' - 0" 011036A 1.ALL INTERIOR LOAD BEARING MASONRY WALLS SUPPORTING ROOF ONLY SHALL MAINTAIN A 1 HOUR FIRE RATING FOLLOWING UL U905. 2.ALL EXTERIOR LOAD BEARING WALLS SHALL MAINTAIN A 2 HOUR FIRE RATING FOLLOWING UL U905. 3.ROOF STRUCTURE/DECKING TO MAINTAIN A 1 HOUR FIRE RATING FOLLOWING UL P732 4.UNWRAPPED STRUCTURAL TUBE COLUMNS IN EXTERIOR LOAD BEARING WALLS TO MAINTAIN A 2 HOUR FIRE RATING FOLLOWING UL U622. 5.WORK NOTED "BY OTHERS" OR "NIC" SHALL BE PROVIDED BY OWNER OR UNDER SEPARATE CONTRACT. 6.SEE SHEET PARTITION TAG KEY AND A0.1.0 FOR PARTITION TYPES. 7.SEE SHEET A9.0.0 FOR DOOR TYPES AND DETAILS 8.PROVIDE CONTROL JOINTS ON GYP. BD. ASSEMBLIES PER SPECIFICATIONS AND WHERE SHOWN. 9.EXTEND WALLS TO DECK ABOVE STOREFRONT SYSTEMS AND GLASS WALL PARTITIONS. 10.REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD CONDITIONS WHEN APPLICABLE. CONFIRM THAT WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OF WORK IN QUESTIONS. 11.COORDINATE AND PROVIDE METAL OR RATED SOLID WOOD BLOCKING (FIRE TREATED) IN PARTITIONS AND CEILING FOR MILLWORK, WALL AND CEILING ATTACHED ITEMS AS SPECIFIED. 12.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS, DIMENSIONS AND TYPES, DOOR AND WINDOW LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. INCASE OF CONFLICT, NOTIFY ARCHITECT. 13.COORDINATE WITH TENANT AND OWNER, THE SCHEDULE FOR TELEPHONE, DATA, SECURITY AND AUDIO VISUAL INSTALLATIONS. 14.PARTITIONS AT BUILDING PERIMETER SHALL BE CENTERED ON CENTER LINE OF COLUMN OR WINDOW MULLION, UNLESS OTHERWISE NOTED. 15.PROVIDE PARTITION TYPE WITH THE HIGHEST UL AND/OR ACOUSTICAL PERFORMANCE RATING WHERE MORE THAN ONE PARTITION TYPE IS INDICATED. PARTITIONS SHALL BE HEAD CONDITION 'A' UNLESS OTHERWISE NOTED. 16.OFFSET ELECTRICAL AND TELEPHONE OUTLETS 16" MINIMUM IN SEPARATE STUD WALL CAVITIES. 1.FIRE- AND SMOKE-RATED PARTITION ASSEMBLIES CONTINUE TO STRUCTURE ABOVE (HEAD CONDITION "A") UNLESS NOTED OTHERWISE, OR UNLESS OTHERWISE INDICATED BY THE CORRESPONDING FIRE RATED ASSEMBLY DIAGRAM. 2.PROVIDE ACOUSTICAL CAULKING AROUND ALL PERIMETERS EDGES AND PENETRATIONS AT SOUND-INSULATED WALLS. OFFSET ELECT. AND TELEPHONE OUTLETS 16" MIN (SEPARATE STUD CAVITIES). AT SOUND INSULATED WALLS PROVIDE ACOUSTICAL CAULKING AROUND ALL PERIMETERS EDGES AND PENETRATIONS. OFFSET ELECT. AND TELEPHONE OUTLETS 16” MIN (SEPARATE STUD CAVITIES) 3.WALLS ARE DIMENSIONED TO FINISH FACE OF WALL, UNLESS INDICATED OTHERWISE. 4.WHERE ADJACENT PARTITION TYPES ARE OF DIFFERENT OVERALL THICKNESS, ALIGN FINISHES ON VISIBLE SIDE, AND FURR OPPOSITE SIDE AS REQUIRED FOR A FLUSH INSTALLATION. 5.PARTITION TYPES AROUND ROOMS AND SPACES SHALL BE CONTINUOUS AROUND THE ENTIRE SPACE. WHERE MORE THAN ONE PARTITION TYPE IS INDICATED, THE WALL TYPE WITH THE HIGHEST FIRE AND/OR ACOUSTICAL PERFORMANCE SHALL BE USED. 6.FIRE SAFE ALL PENETRATIONS THROUGH FIRE RATED WALLS TO THE LEVEL OF PROTECTION REQUIRED BY THE WALL. FIRE SAFE AT PERIMETERS OF RATED WALLS WHERE VOIDS OCCUR, SUCH AS DECK FLUTES. 7.REFER TO THE FINISH SCHEDULE AND/OR FLOOR PLANS FOR LOCATION OF FINISH MATERIALS FOR WALL TYPES INDICATING DIFFERENT FINISHES ON EACH SIDE OF WALL. 8.WET WALLS IN TOILET ROOMS TO RECEIVE CERAMIC TILE SHALL USE MOISTURE-RESISTANT FIBERGLASS-MAT GYPSUM BOARD IN PLACE OF GWB. 9.BRACE ALL CHASE WALLS FROM STUD TO STUD AT 4” OC MIN. VERTICAL AND PER MANUFACTURER'S RECOMMENDATION UNLESS NOTED OTHERWISE. 10.PROVIDE STEEL STUD GAUGES AND/OR DIAGONAL BRACING AT TOPS OF WALLS PER MANUFACTURER'S RECOMMENDATIONS FOR WALL TYPE, HEIGHT, AND USE BASED ON L/240 LIMITING HEIGHTS." 11.ALL CORNERS AND EDGES EXPOSED TO VIEW SHALL RECEIVE METAL EDGE BEADS TREATED WITH DRYWALL COMPOUND TO A HEIGHT OF 6” ABOVE FINISHED CEILINGS MIN." 12.ALL UL-RATED WALL ASSEMBLIES SHALL BE IDENTIFIED W/ STENCILING ABOVE THE FINISHED CEILING ON BOTH FACES, ON ALL WALLS AS "FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS" WITH HOUR RATING INCLUDED. 13.ALL MATERIALS USED IN RATED ASSEMBLIES SHALL CONFORM TO REFERENCED STANDARDS." 14.USE MOISTURE- AND MOLD-RESISTANT GWB ON INTERIOR SIDE OF MECHANICAL ROOM WALLS." 15.PROVIDE CONTINUOUS HORIZONTAL BRIDGING FOR WALLS EXTENDING 10'-0" OR GREATER IN HEIGHT FROM FINISH FLOOR. PARTITION RATING: 0xxx NON-RATED 1xxx 1-HOUR RATED 2xxx 2-HOUR RATED 3xxx 3-HOUR RATED 4xxx 4-HOUR RATED PARTITION RATING PARTITION MATERIAL NOMINAL WIDTH OF STRUCTURE NXNX X PARTITION HEIGHT CATEGORY (EXTEND TO STRUCTURE IF NOT INDICATED) PARTITION MODIFIER PARTITION CONSTRUCTION: xFxx FURRING xGxx GYP / METAL STUD xSxx SHAFT xMxx MASONRY xWxx GYP / WOOD STUD xExx EXISTING NOMINAL WIDTH OF STRUCTURE: (SEE PARTITION STRUCTURE KEY AT LEFT) PARTITION HEIGHT CATEGORY: xxxA EXTEND TO STRUCTURE ABOVE xxxB TERMINATE ABOVE CEILING xxxC TERMINATE AT CEILING xxxP PARTIAL HEIGHT PARTITIONS PARTITION MODIFIER: A ABOVE ACCESS FLOOR B BALLISTIC LEVEL RATED E EXTRA LAYER OF GYPSUM G GROUT MASONRY SOLID I IMPACT RESISTANT K SMOKE RATED M METAL PANEL O MOVABLE PARTITION (OPERABLE) R MOISTURE RESISTANT S SOUND ATTENUATION BATTS V VAPOR BARRIER Z ACCENT WALL (SEE INTERIOR DETAILS) 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 Rob Klinedinst Katie Buckman Anne Lebo 10/06/17 10/9/2017 3:30:25 PM C:\Users\katie.buckman\Documents\513.7505.00_CU_WrestlingExpansion_A-16_katie.buckman.rvt513.7505.00 A1.1.2 FLOOR PLAN AREA D Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET X SHEET KEYNOTES GENERAL NOTES - FLOOR PLAN GENERAL NOTES - PARTITION TYPES PARTITION TAG LEGEND FLOOR PLAN LEGEND X SHEET KEYNOTES 3/16" = 1'-0"A1.1.2 1 CONVOCATION AREA D FLOOR PLAN NOT TO SCALE EXISTING BUILDING AREA D KEY PLAN NO. REASON DATE 01 FLIP EXISTING DOOR SWING OR REPLACE WITH NEW RATED DOOR IN CONFIGURATION SHOWN. PANIC HARDWARE REQUIRED. THIS DOOR IS NOW CONSIDERED THIRD EXIT FROM BASKETBALL PRACTICE GYM. SOUTHEAST EXIT THROUGH CORRIDOR TO MAIN HALL WAS DEMOLISHED TO ACCOMMODATE EXTENDED WRESTLING LOCKER ROOM. A2.1.1 3 1D A3.1.0 1C A3.1.0 1A A3.1.0 A2.1.1 2 2A A3.2.0 4A A3.2.0 1A A3.2.13/16" / 12"3/16" / 12"5/16" / 12"5/16" / 12"eG e10 eE.6 eE eF 01 6A A3.2.0 01 .... 02 03 .. ..... . .5/16" / 12"3/16" / 12". ...04 05 05 05 05 06 0741' - 0 3/8"9' - 4"86' - 11 5/8"42' - 0 3/4" 17' - 6" 17' - 4 1/4"17' - 6 1/4" . 09 1.SEE WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION. 2.PROVIDE STRUCTURAL CALCULATIONS PRIOR TO INSTALLATION OF WINDOW WALL - SIGNED AND SEALED. 3.WINDOW WALL SYSTEM PERIMETER SEALANT TO ADJACENT MATERIALS MUST BE INSTALLED BEFORE MULLION CAPS ARE SNAPPED INTO PLACE - NO EXCEPTIONS. 4.PRECAST RETURN JOINTS AND VERTICAL & HORIZONTAL JOINTS ADJACENT TO WINDOW WALL SYSTEM MUST BE CAULKED/SEALED PRIOR TO WINDOW WALL INSTALLATION. 5.PROVIDE BOND BREAKER TAPE AT ALL T & F CLIPS, TYPICAL. 6.CLOSURE PLATES SHALL BE INSTALLED AT TOP & BOTTOM OF ALL VERTICAL MULLIONS PRIOR TO INSTALLATION OF GLAZING UNITS. 7.HORIZONTAL TO VERTICAL MULLION BUTT JOINTS SHALL NOT EXCEED 1/32" IN WIDTH. 8.MULLION FACE CAP TO BE 1" FROM FACE OF CAP TO FACE OF GLASS. 9.DO NOT INSTALL GLAZING UNITS IF PERIMETER JOINTS TO ADJACENT MATERIAL IS LESS THAN 1/2" OR MORE THAN 1", TYPICAL. 10.GC TO VERIFY PRECAST FINISH IS SMOOTH AT ALL LOCATIONS WHERE PERIMETER CURTAINWALL SEALANT IS TO BE INSTALLED. 11.SEE A2.2.0 FOR JAMB DETAILS AT DOUBLE STACK BOND AND ROWLOCK COMBINATION AND SINGLE ROWLOCK JAMB. 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 Rob Klinedinst Katie Buckman Anne Lebo 10/06/17 10/9/2017 3:30:25 PM C:\Users\katie.buckman\Documents\513.7505.00_CU_WrestlingExpansion_A-16_katie.buckman.rvt513.7505.00 A1.1.3 ROOF PLAN Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET 3/16" = 1'-0"A1.1.3 1 CONVOCATION AREA C ROOF PLAN AREA C NOT TO SCALE EXISTING BUILDING KEY PLAN NO. REASON DATE 01 AIR HANDLING UNIT 02 LINE OF EXISTING 60 MIL PVC ROOF TO REMAIN - LTTR R20. SYSTEM CONSISTS OF EXISTING PVC ROOF MEMBRANE, 1/2" OVERLAY BOARD, AND 4" INSULATION. INSPECT ROOF FOR DAMAGE AND WEAR. DOCUMENT CONDITION WITH PHOTOS FOR OWNER AND REVIEW ANY CONCERNS WITH OWNER. NEW ROOF WILL BE SEAMED TO EXISTING. THIS IS LOW POINT OF STRUCTURE. LOW POINT OF ROOFING TO OCCUR IN LINE WITH ROOF DRAINS. NEW SYSTEM IS THICKER THAN EXISTING SYSTEM DUE TO ENERGY CODE REQUIREMENT OF R30 LTTR AT NEW PORTION OF ROOF 03 LINE OF EXISTING 60 MIL PVC ROOF TO REMAIN - LTTR R20. SYSTEM CONSISTS OF EXISTING PVC ROOF MEMBRANE, 1/2" OVERLAY BOARD, AND 4" INSULATION. INSPECT ROOF FOR DAMAGE AND WEAR. DOCUMENT CONDITION WITH PHOTOS FOR OWNER AND REVIEW ANY CONCERNS WITH OWNER. NEW ROOF WILL BE SEAMED TO EXISTING. SEE A3.2.1 FOR DETAIL AT OLD ROOF TO NEW. 04 EXISTING EXHAUST FAN 05 CONCENTRIC ROOF DRAIN - TAPER INSULATION CREATE LOW POINT AT DRAIN. MAINTAIN LTTR R30 AT NEW ROOF. EXISTING ROOF IS R20 AND UP TO 2" THINNER. 06 PROVIDE WALK PADS FROM EXISTING ROOF ACCESS AT EAST STAIR DOOR TO (2) NEW AIR HANDLING UNITS. 07 HATCH INDICATES EXISTING ROOF TO REMAIN. DIMENSIONS ARE APPROXIMATE. 09 ARROWS INDICATE DIRECTION OF SLOPE OF TAPERED INSULATION SLOPE, TYP. X SHEET KEYNOTES GENERAL NOTES - EXTERIOR SLOPED W/STRUCTURESLOPED W/STRUCTURESLOPED W/STRUCTURESLOPED W/STRUCTURESLOPED W/STRUCTURESLOPED W/STRUCTURE CCTV CCTV WS WS A2.1.1 3 A2.1.1 2 ACT-1 +12' - 10"ACT-1 +12' - 10" ACT-1 +12' - 10" ACT-1 +12' - 10" ACT-1 +12' - 10" ACT-1 +12' - 10" ACT-1 +9' - 0" ACT-1 +12' - 10" eG eG e10 eE.6 eE.6 eE eE eF eF ACT-1 +9' - 0" ACT-1 +9' - 0" ACT-1 +9' - 0" ACT-1 +9' - 0" GWB +8' - 10" GWB +8' - 10"2"8' - 10" 12' - 8" 0G3 0G3B 0G3B 01 0G6A B 6A A3.2.0 02 02 03 04 04 04 1.CEILING HEIGHTS ARE GIVEN FROM FINISHED FLOOR ELEV. ANY CONFLICT / DISCREPANCY SHALL BE REPORTED TO ARCHITECT. 2.REFER TO ELECTRICAL DRAWINGS FOR LIGHTING SPECIFICATIONS. 3.ALL LIGHTING FIXTURES ON THIS PLAN ARE SHOWN FOR LOCATION REFERENCE ONLY. COORDINATE WITH ELECTRICAL DWGS FOR FIXTURE TYPE AND WIRING DIAGRAMS. 4.ARCHITECTURAL CEILING PLANS SHALL GOVERN FOR LOCATIONS OF ALL CEILING DEVICES AS SHOWN. ENGINEERING DOCUMENTS SHALL PREVAIL ONLY IN CASE OF SCOPE OF WORK AND ELEMENTS OCCURING ABOVE CEILING. DISCREPANCIES MUST BE BROUGH UP TO THE ARCHITECT'S ATTENTION. AT TIME OF BID, ANY DISCREPANCIES NOT BROUGHT UP TO THE ARCHITECT'S ATTENTION SHALL BE THE RESPONSIBILITY OF THE GC. 5.REFER TO MECHANICAL, ELECTRICAL, AND SPRINKLER DRAWINGS FOR DEVICES. 6.CENTER SUSPENDED CEILING GRIDS IN ROOMS. 7.TILES SHALL BE INSTALLED SO GRAIN LINES OF TILE ARE RUNNING IN SAME DIRECTION FOR EACH CEILING TYPE. 8.ACOUSTICAL CONTRACTOR SHALL MIX TILE IN A UNIFORM MANNER TO ELIMINATE BANDING OR BATCHING. 9.FOLLOWING COMPLETION OF ACOUSTICAL CEILING INSTALLATION, ALL JOINTS SHALL BE STRAIGHT AND TRUE TO LINE, WITH EXPOSED SURFACES FLUSH AND LEVEL. 10.SPRINKLER HEADS SHALL BE CENTERED IN MODULE OF THE TILE INDICATED. SPRINKLER HEAD ESCHUTIONS IN COLOR GYP. BOARD PLANES SHALL BE CUSTOM FINISHED BY MANUFACTURER TO MATCH CEILING COLOR AS SCHEDULED. 11.IF CEILING DIFFUSER, LIGHT FIXTURES OR OTHER ELEMENTS ON OR ABOVE THE CEILING CAN NOT BE LOCATED AS SHOWN ON THE DRAWINGS, SUCH INTERFERENCE SHALL BE REPORTED IMMEDIATELY TO ARCHITECT FOR RELOCATION. 12.PROVIDE EMERGENCY BATTERY PACKS OR EMERGENCY CIRCUITS AS REQUIRED BY CODE. SEE ELECTRICAL DRAWINGS FOR CIRCUITRY OF EMERGENCY LIGHT FIXTURES. 13.PROVIDE FINAL QUANTITY AND LOCATION OF EMERGENCY DEVICES, (INCLUDING BUT NOT LIMITED TO: BATTERY PACKS, EXIT SIGNS, FIRE ALARMS, ETC.) IN COMPLIANCE WITH MUNICIPAL AGENCY HAVING JURISDICTION. 14.DIMMERS AND SWITCHES SHALL BE GANGED TOGETHER IN LARGEST MULTI-GANG BOXES WITH COMMON FACE PLATES POSSIBLE. STACKING OF LARGE BOXES (5 SWITCHES ABOVE 5 SWITCHES) IS ACCEPTABLE. 15.MATERIALS PLACED IN CEILING SHALL BE REQUIRED TO HAVE A PLENUM RATING. 16.STENCIL RATED WALLS ABOVE CEILING. 17.18" CLEARANCE MUST BE MAINTAINED BETWEEN THE UNDERSIDE OF ANY SPRINKLER HEADS AND THE TOP OF ANY OBSTRUCTION BELOW EXCEPT FOR THOSE SPRINKLER HEADS INSTALLED ABOVE SUSPENDED CEILING CLOUDS. 18.ALL EXPOSED CONDUIT, PIPING, DUCT WORK, AND STRUCTURE IN AREA A WHERE SPACE IS OPEN TO DECK ABOVE SHALL BE PAINTED OUT; REFER TO FINISH SCHEDULE FOR PAINT SPECIFICATION. 19.PROVIDE CONTROL JOINTS ON GYP.BD. ASSEMBLIES PER SPECIFICATIONSC CONSTRAINTS. LOCATE AS SHOWN ON RCP (AS APPLICABLE). 2 X 2 DIRECT/INDIRECT FLUORESCENT LIGHT FIXTURE 4' LINEAR PENDANT DIRECT/ INDIRECT FLUORESCENT LIGHT FIXTURE RECESSED LIGHT FIXTURE ACT CEILING SYSTEM GWB CEILING MECHANICAL RETURN DIFFUSER MECHANICAL SUPPLY DIFFUSER 8' LINEAR LIGHT FIXTURE WALL SCONCE (INTERIOR) SPRINKLER HEAD EXIT SIGN SINGLE SECURITY CAMERA PTZ = PAN, TILT, ZOOM DOUBLE SECURITY CAMERA PTZ = PAN, TILT, ZOOM RECESSED PROJECTION SCREEN PROJECTOR WALL SCONCE (EXTERIOR) MECHANICAL SUPPLY DIFFUSER MECHANICAL RETURN DIFFUSER PENDANT LIGHT FIXTURE 2 X 4 DIRECT/INDIRECT FLUORESCENT LIGHT FIXTURE 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 Rob Klinedinst Katie Buckman Anne Lebo 10/06/17 10/9/2017 3:30:28 PM C:\Users\katie.buckman\Documents\513.7505.00_CU_WrestlingExpansion_A-16_katie.buckman.rvt513.7505.00 A1.2.1 REFLECTED CEILING PLAN Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET 3/16" = 1'-0"A1.2.1 1 CONVOCATION AREA C REFLECTED CEILING PLAN GENERAL NOTES - RCP RCP LEGEND X SHEET KEYNOTES AREA C NOT TO SCALE EXISTING BUILDING KEY PLAN NO. REASON DATE 01 INSET NEW BULKHEAD MIN. 2" FROM FINISH FACE OF WRESTLING ROOM WALL. BUILD UP TO BOND BEAM ABOVE. PAINT P-1 ON FACE AND UNDERSIDE. FUTURE BRANDING OPPORTUNITY FOR OWNER. 02 EXPOSED STEEL JOIST, TYPICAL - SPRAY WITH FIREPROOFING. PATCH AND REPAIR MISSING/DAMAGED FIREPROOFING ON EXISTING STEEL JOISTS. UL 1 HOUR RATED ROOF SYSTEM - P732 03 SPRAY JOISTS IN AREAS WITH CEILING AS WELL - UL SYSTEM NUMBER P732 - 1 HOUR FIRE RATING 04 SEE FLOOR PLAN FOR LOCATIONS OF ROLLER SHADES AND MINI BLINDS, TYP. 1.SEE WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION. 2.PROVIDE STRUCTURAL CALCULATIONS PRIOR TO INSTALLATION OF WINDOW WALL - SIGNED AND SEALED. 3.WINDOW WALL SYSTEM PERIMETER SEALANT TO ADJACENT MATERIALS MUST BE INSTALLED BEFORE MULLION CAPS ARE SNAPPED INTO PLACE - NO EXCEPTIONS. 4.PRECAST RETURN JOINTS AND VERTICAL & HORIZONTAL JOINTS ADJACENT TO WINDOW WALL SYSTEM MUST BE CAULKED/SEALED PRIOR TO WINDOW WALL INSTALLATION. 5.PROVIDE BOND BREAKER TAPE AT ALL T & F CLIPS, TYPICAL. 6.CLOSURE PLATES SHALL BE INSTALLED AT TOP & BOTTOM OF ALL VERTICAL MULLIONS PRIOR TO INSTALLATION OF GLAZING UNITS. 7.HORIZONTAL TO VERTICAL MULLION BUTT JOINTS SHALL NOT EXCEED 1/32" IN WIDTH. 8.MULLION FACE CAP TO BE 1" FROM FACE OF CAP TO FACE OF GLASS. 9.DO NOT INSTALL GLAZING UNITS IF PERIMETER JOINTS TO ADJACENT MATERIAL IS LESS THAN 1/2" OR MORE THAN 1", TYPICAL. 10.GC TO VERIFY PRECAST FINISH IS SMOOTH AT ALL LOCATIONS WHERE PERIMETER CURTAINWALL SEALANT IS TO BE INSTALLED. 11.SEE A2.2.0 FOR JAMB DETAILS AT DOUBLE STACK BOND AND ROWLOCK COMBINATION AND SINGLE ROWLOCK JAMB. 1C A3.1.0 1A A3.1.0 LEVEL 1 0" WATERTABLE 4' - 0" ROOF BEARING 16' - 0" T/ PARAPET 20' - 8" 4A A3.2.0 E-4 E-3 E-5 eG eE.6 eEeF CJ CJ CJ 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 Rob Klinedinst Katie Buckman Anne Lebo 10/06/17 10/9/2017 3:30:30 PM C:\Users\katie.buckman\Documents\513.7505.00_CU_WrestlingExpansion_A-16_katie.buckman.rvt513.7505.00 A2.1.0 EXTERIOR ELEVATIONS Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET GENERAL NOTES - ELEVATIONS X SHEET KEYNOTES 1/4" = 1'-0"A2.1.0 2 EAST ELEVATION NO. REASON DATE 01 MODULAR FACE BRICK - RUNNING BOND PATTERN 2 AHU 03 BRICK HEADER COURSE 04 BRICK ROWLOCK COURSE 06 BRICK DOUBLE SOLDIER COURSE 07 BRICK STACK BOND COURSE 09 ALUMINUM STOREFRONT SYSTEM 10 CAST STONE WATER TABLE 11 CAST STONE CORNICE 06 09 10 01 01 01 01 07 07 07 07 11 03 04 03 04 04 04 03 04 04 06 06 09 09 03 10 2 1D A3.1.0 LEVEL 1 0" WATERTABLE 4' - 0" ROOF BEARING 16' - 0" T/ PARAPET 20' - 8" 2A A3.2.0 CJ 10' - 0"28' - 0"10' - 0"4' - 8"1A A3.1.0 LEVEL 1 0" WATERTABLE 4' - 0" ROOF BEARING 16' - 0" T/ PARAPET 20' - 8"14' - 8"1D A3.1.0 LEVEL 1 0" WATERTABLE 4' - 0" ROOF BEARING 16' - 0" T/ PARAPET 20' - 8" 2A A3.2.0 20' - 8"E-1 E-2 E-2 E-2 E-1E-1E-1E-1 E-3 e10 CJ CJ CJ CJ EQ EQ 1' - 1 3/8"2' - 0"1' - 1 3/8"1' - 1 3/8"2' - 0"1' - 1 3/8"1' - 1 3/8"2' - 0"1' - 1 3/8"2' - 5 3/4"2' - 0"1' - 1 3/8"4' - 8"10' - 0"6A A3.2.0 1' - 1 3/8"2' - 0"1' - 1 3/8"1' - 1 3/8"2' - 0"1' - 1 3/8" 1.SEE WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION. 2.PROVIDE STRUCTURAL CALCULATIONS PRIOR TO INSTALLATION OF WINDOW WALL - SIGNED AND SEALED. 3.WINDOW WALL SYSTEM PERIMETER SEALANT TO ADJACENT MATERIALS MUST BE INSTALLED BEFORE MULLION CAPS ARE SNAPPED INTO PLACE - NO EXCEPTIONS. 4.PRECAST RETURN JOINTS AND VERTICAL & HORIZONTAL JOINTS ADJACENT TO WINDOW WALL SYSTEM MUST BE CAULKED/SEALED PRIOR TO WINDOW WALL INSTALLATION. 5.PROVIDE BOND BREAKER TAPE AT ALL T & F CLIPS, TYPICAL. 6.CLOSURE PLATES SHALL BE INSTALLED AT TOP & BOTTOM OF ALL VERTICAL MULLIONS PRIOR TO INSTALLATION OF GLAZING UNITS. 7.HORIZONTAL TO VERTICAL MULLION BUTT JOINTS SHALL NOT EXCEED 1/32" IN WIDTH. 8.MULLION FACE CAP TO BE 1" FROM FACE OF CAP TO FACE OF GLASS. 9.DO NOT INSTALL GLAZING UNITS IF PERIMETER JOINTS TO ADJACENT MATERIAL IS LESS THAN 1/2" OR MORE THAN 1", TYPICAL. 10.GC TO VERIFY PRECAST FINISH IS SMOOTH AT ALL LOCATIONS WHERE PERIMETER CURTAINWALL SEALANT IS TO BE INSTALLED. 11.SEE A2.2.0 FOR JAMB DETAILS AT DOUBLE STACK BOND AND ROWLOCK COMBINATION AND SINGLE ROWLOCK JAMB. 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 Rob Klinedinst Katie Buckman Anne Lebo 10/06/17 10/9/2017 3:30:31 PM C:\Users\katie.buckman\Documents\513.7505.00_CU_WrestlingExpansion_A-16_katie.buckman.rvt513.7505.00 A2.1.1 EXTERIOR ELEVATIONS Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET 1/4" = 1'-0"A2.1.1 2 NORTH ELEVATION 1/4" = 1'-0"A2.1.1 3 WEST ELEVATION 1/4" = 1'-0"A2.1.1 1 SOUTH ELEVATION NO. REASON DATE GENERAL NOTES - ELEVATIONS X SHEET KEYNOTES 01 MODULAR FACE BRICK - RUNNING BOND PATTERN 2 AHU 03 BRICK HEADER COURSE 04 BRICK ROWLOCK COURSE 06 BRICK DOUBLE SOLDIER COURSE 07 BRICK STACK BOND COURSE 09 ALUMINUM STOREFRONT SYSTEM 10 CAST STONE WATER TABLE 11 CAST STONE CORNICE 01 03 04 06 07 09 10 11 09 09 09 09 09 09 09 11 11 10 10 10 070707070707070707 06 06 06 06 06 06 06 06 03 03 0404 04 04 04 04 04 04 04 04 04 04 04 04 04 03 03 03 03 03 03 03 03 03 03 03 0303 03 01 01 01 01 01 0101 01 22 03 1 5/8"2' - 5"2"2' - 5"2"8"2"1' - 8"2 3/8"2"4' - 0"2"4"2"4' - 2"2"3' - 4"2"8' - 0" ALUMINUM WRAP MATCH STOREFRONT EG.1, TYP. EG.1, TYP. 2"2' - 5"2"2' - 5"2"8"2"1' - 8"2"8' - 0"2"4' - 0"2"4"2"3' - 0"2"6A A3.2.0 8' - 0" EG.1, TYP. EG.1, TYP. ALUMINUM WRAP. MATCH STOREFRONT 8' - 0"2"4' - 0"2"6"2"2' - 10"2"2"1'-8"2" EG.1, TYP. 2' - 0"12' - 8"7' - 10"7"4' - 3"8' - 8" 3' - 1 1/2"3' - 1 1/2"2' - 5"3' - 7"EG.1, TYPICAL FOR ALL STOREFRONT DOOR OPENING 6' - 0"8' - 0"3' - 3"6"4' - 3"2"8"2' - 8"2' - 8" 5'-4"16'-3" 8"2'-0"2'-8"2'-0"2'-11"2'-0"2'-8"2'-0"8"2'-8"2'-8"8"2" 5'-4" 29'-11" ALUM. WRAP. MATCH STOREFRONT DOOR OPENING IG.1 IG.1 IG.1 IG.1 IG.1 IG.1 IG.1 8' - 0"2"7' - 8"2"16' - 0" 2"10"2"3' - 0"2"8"2"1' - 8"2"3' - 0"2"6"1' - 2"2"8"2"3' - 0"2" 1G.1 1G.1 DOOR OPENING DOOR OPENING 1G.1 1G.1 5' - 11" 2"1' - 7"2"8"2"3' - 0"2"8' - 0"2"7' - 8"2"3' - 0"9' - 0" 3' - 2"10"1' - 10"5' - 0"IG.1 IG.1 IG.1 IG.1 SILL BELOW 12" CMU BRICK STACK BOND BRICK ROWLOCK COURSE - RECESS 1_ 2" FACE BRICK CAST STONE BELOW HORIZONTAL JOINT REINFORCING SEALANT BOTH SIDES PREFINISHED ALUMINUM STOREFRONT UNIT SILL BELOW SEALANT BOTH SIDES PREFINISHED ALUMINUM STOREFRONT UNIT 2" FOAM INSULATION 12" CMU FACE BRICK CAST STONE BELOWHORIZONTAL JOINT REINFORCING BRICK ROWLOCK COURSE - RECESS 1/2" METAL STUD AND DESIGN BY SUPPLIER. PREFINISHED ALUMINUM WRAP MATCH STOREFRONT CONTRACTOR TO PROVIDE MEMBRANE WRAP TO SEPARATE METAL STUDS FROM ALUMINUM SYSTEM AND BLOCK TO PREVENT GALVANIC REACTION 8"1/4"8" .3/8"STACK BOND 4X8X8" SOLID CMU FLUSH WITH FACE OF INTERIOR WALL 2" RIGID INSULATION SEALANT, BOTH SIDES IG.1 1/4" TEMPERED GLASS IG.2 1/4" TEMPERED GLASS (BACKPAINTED) IG.3 1/4" TEMPERED GLASS (FROSTED) IG.4 NOT USED EG.1 1" TEMPERED INSULATED GLASS EG.2 NOT USED EG.3 1" TEMPERED SPANDREL GLASS 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 Rob Klinedinst Katie Buckman Anne Lebo 10/06/17 10/9/2017 3:30:36 PM C:\Users\katie.buckman\Documents\513.7505.00_CU_WrestlingExpansion_A-16_katie.buckman.rvt513.7505.00 A2.2.0 FRAMING SYSTEM ELEVATIONS Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET NOT TO SCALE STOREFRONT E-1 NOT TO SCALE STOREFRONT E-2 NOT TO SCALE STOREFRONT E-3 NOT TO SCALE STOREFRONT E-4 NOT TO SCALE STOREFRONT E-5 NOT TO SCALE HOLLOW METAL SYSTEM - N-1 NOT TO SCALE HOLLOW METAL FRAM - N-2 (AND N-2 REVERSED) NOT TO SCALE STOREFRONT N-3 1 1/2" = 1'-0"A2.2.0 5D TYP. JAMB DETAIL WITH DOUBLE STACK BOND AND ROWLOCK 1 1/2" = 1'-0"A2.2.0 3D TYP. JAMB DETAIL WITH ROWLOCK 3" = 1'-0"A2.2.0 2D INTERIOR MULLION DETAIL NO. REASON DATE GENERAL NOTES - RCP EG.1, TYPICAL FOR ALL EG.1, TYPICAL FOR ALL EG.1, TYPICAL FOR ALL 1C A3.1.0 1A A3.1.0 LEVEL 1 0" ROOF BEARING 16' - 0" T/ PARAPET 20' - 8" 4A A3.2.0 WRESTLING GYM ADDITION 1142.1 eGeE.6 eF 1 HOUR RATED ASSEMBLY SINGLE PLY MEMBRANE ROOF CONCENTRIC ROOF DRAIN SEE PLUMBING DRAWINGS A3.2.0 2A Sim A3.2.1 1A Sim A3.2.0 6A Sim 1D A3.1.0 LEVEL 1 0" WATERTABLE 4' - 0" ROOF BEARING 16' - 0" T/ PARAPET 20' - 8" e10 1 HOUR RATED ASSEMBLY SINGLE PLY MEMBRANE ROOF WRESTLING GYM 1142 A3.2.1 5D EXST.NEW A3.2.0 6A Sim 1D A3.1.0 LEVEL 1 0" ROOF BEARING 16' - 0" T/ PARAPET 20' - 8" 1A A3.2.1 e10 1 HOUR RATED ASSEMBLY SINGLE PLY MEMBRANE ROOF AHU AHU N-1 N-1 N-2 N-2 N-1 LOUNGE 1149 FITNESS 1148 COACH 1146 CONFERENCE 1145 ASST. COACH OFFICES 1144 RECEPTION 1143 PARAPET BEYOND A3.2.0 4A Sim A3.2.0 2A Sim 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 Rob Klinedinst Katie Buckman Anne Lebo 10/06/17 10/9/2017 3:30:42 PM C:\Users\katie.buckman\Documents\513.7505.00_CU_WrestlingExpansion_A-16_katie.buckman.rvt513.7505.00 A3.1.0 BUILDING SECTIONS Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET 3/16" = 1'-0"A3.1.0 1D NORTH SOUTH SECTION 1 3/16" = 1'-0"A3.1.0 1C EAST WEST SECTION 1 3/16" = 1'-0"A3.1.0 1A EAST WEST SECTION 2 NO. REASON DATE LEVEL 1 0" WATERTABLE 4' - 0" ROOF BEARING 16' - 0" T/ PARAPET 20' - 8" A3.2.0 1D CAST STONE COPING CAST STONE CORNICE BRICK HEADER COURSE - RECESS 1/2" BRICK HEADER COURSE - RECESS 1/2" SINGLE-PLY MEMBRANE, 1/2" OVERLAY BOARD, MIN. R30 RIGID INSULATION ON METAL ROOF DECK. DOUBLE SOLDIER COURSE THROUGH WALL FLASHING SHELF ANGLE. SEE STRUCTURAL 6 3/4"6"6 1/2"1 3/4"4"7' - 8 1/8"12' - 8"COMPACTED AGGREGATE PIERS REINFORCED CONCRETE FOOTING GRAVEL DRYBED 6" DIA. FOUNDATION DRAIN FIELD BRICK - COMMON BOND PATTERN WITH FLEMISH HEADERS EVERY 6TH COURSE. LEVEL 1 0" WATERTABLE 4' - 0" ROOF BEARING 16' - 0" T/ PARAPET 20' - 8" eE.6 CAST STONE WATERTABLE BRICK HEADER COURSE - RECESS 1/2" CAST STONE COPING CAST STONE CORNICE BRICK HEADER COURSE - RECESS 1/2" (THIS COURSE ON NORTH WALL AND WRAPPING WRESTLING PRACTICE GYM ROOM. - SEE ELEVATIONS) BRICK HEADER COURSE - RECESS 1/2" SINGLE-PLY MEMBRANE ON MIN. R30 RIGID INSULATION ON METAL ROOF DECK. THRU-WALL FLASHING COMPACTED AGGREGATE PIERS REINFORCED CONCRETE FOOTING GRAVEL DRYBED 6" DIA. FOUNDATION DRAIN FIELD BRICK - COMMON BOND PATTERN WITH FLEMISH HEADERS EVERY 6TH COURSE. VARIESeE.6 A3.2.0 1B A3.2.0 1D 4' - 4"2' - 0"9' - 4"4' - 8"4 7/8"3 5/8"2"2"11 5/8" SLOPE 4"FACE BRICK BRICK HEADER COURSE - RECESSED W/ WEEP/CAVITY VENT @ 16" O.C. MAINTAIN 1" AIR SPACE HORIZONTAL JOINT REINFORCING AT 16" O.C. VERTICALLY 12" CMU CAST STONE CORNICE SEE DETAIL 2/A423 12" CMU BOND BEAM FULLY ADHERED ROOFING MEMBRANE FLASHING P.T. WOOD NAILER SEALANT & BACKER ROD CAST STONE COPING SEE DETAIL 7/A423 2" FOAM INSULATION (R-13 MINIMUM) FILL BLOCK CORES AT STONE ANCHOR LOCATIONS PREFINISHED METAL COUNTER FLASHING PREFINISHED METAL RECEIVER FLASHING PROVIDE SEALANT AT COPING ANCHOR PENETRATIONS THRU MEMBRANE & FLASHING CAST STONE ANCHORS AS REQUIRED RIGID METAL FLASHING UNDER COPING CAP TYP. FLEXIBLE MEMBRANE FLASHING 1/2"3 5/8"3/8"1' - 1"3/8"3 5/8"4 3/4"1/2"ACCENT BRICK HEADER COURSE - RECESS 1/2" CAST STONE WATER TABLE SEE DETAIL 5/A423 FILL BLOCK CORES AT STONE ANCHOR LOCATIONS 4" CMU FACE BRICK CAST STONE ANCHORS AS REQUIRED FACE BRICK THRU-WALL FLASHING LEVEL 1 0" WATERTABLE 4' - 0" ROOF BEARING 16' - 0" T/ PARAPET 20' - 8" CAST STONE WATERTABLE BRICK HEADER COURSE - RECESS 1/2" CAST STONE COPING CAST STONE CORNICE BRICK HEADER COURSE - RECESS 1/2" BRICK HEADER COURSE - RECESS 1/2" SINGLE-PLY MEMBRANE ON MIN. R30 RIGID INSULATION ON METAL ROOF DECK. THRU-WALL FLASHING COMPACTED AGGREGATE PIERS REINFORCED CONCRETE FOOTING GRAVEL DRYBED 6" DIA. FOUNDATION DRAIN FIELD BRICK - COMMON BOND PATTERN WITH FLEMISH HEADERS EVERY 6TH COURSE. DOUBLE SOLDIER COURSE 6 3/4" PREFINISHED ALUMINUM STOREFRONT ROLLER SHADES AT ALL EXTERIOR WINDOWS THROUGH WALL FLASHING SHELF ANGLE. SEE STRUCTURAL A3.2.0 1A A3.2.0 1D 1' - 8"4' - 8"1' - 4"8' - 0"4' - 8"3_ 4" FACE BRICK OPEN HEAD JOINT WEEPS @ 24" O.C. HORIZONTAL JOINT REINFORCING CAST STONE SILL ANCHOR AS REQUIRED. SEALANT & BACKER ROD PREFINISHED ALUMINUM STOREFRONT UNIT SILL STARTER SOLID SURFACE STOOL AS SCHEDULED P.T. WOOD BLOCKING 2" FOAM INSULATION 12" CMU BRICK HEADER COURSE - RECESS 1/2" THRU-WALL FLASHING 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 Rob Klinedinst Katie Buckman Anne Lebo 10/06/17 10/9/2017 4:29:54 PM C:\Users\katie.buckman\Documents\513.7505.00_CU_WrestlingExpansion_A-16_katie.buckman.rvt513.7505.00 A3.2.0 WALL SECTIONS Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET 3/4" = 1'-0"A3.2.0 4A WALL SECTION - ENTRANCE 3/4" = 1'-0"A3.2.0 2A WALL SECTION - NORTH/SOUTH WALL 1 1/2" = 1'-0"A3.2.0 1D PARAPET DETAIL 1 1/2" = 1'-0"A3.2.0 1B TYP. WATERTABLE DETAIL NO. REASON DATE 3/4" = 1'-0"A3.2.0 6A WALL SECTION AT WINDOW 1 1/2" = 1'-0"A3.2.0 1A TYP. SILL DETAIL FEC4'-0"19" MAX 9" MIN29" MIN34" MAX40" MAX6'-0"9"2'-0" 42" 36" MAX 36" MAX19"MIN17"-19"1'-9" WALL MIRROR TOILET TISSUE DISPENSER GRAB BAR EDGE OF PAPER MAX BOWL DEPTH 6" RECESSED OR COUNTER MOUNTED SOAP DISPENSER TOILET SEAT COVER ACCESSIBLE TOILET (1'-3" @ OTHERS) MIRRORALL EXPOSED HOT AND COLD WATER PIPES SHALL BE INSULATED WITH PRODUCT SPECIFICALLY MANUFACTURED FOR THIS PURPOSE UNLESS COVERED WITH ADA APRON. SOAP DISPENSER 3'-4"3'-4"1'-6" MIN.e10 eE.6 eF 0M6B 0M6B 0G3B 0G3B 4' - 5 1/4"7' - 6 1/4"3' - 5 7/8"3' - 2"11 5/8"MAINTAIN 7' X 10' CLEAR PER OWNER REQUEST 2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"1137A 1136A COACH RESTROOM 1138 COACH LOCKERS 1137 ? ? 1138A 01 02 1' - 0"3' - 6"3' - 0"6" 1' - 6" 0304 05 06 07 08 09 10 0G3B e10 eE.6 eE 1' - 4"1' - 6"2' - 0"2' - 0"2' - 0"2' - 0"2' - 4 1/2"2' - 0 1/2"2' - 0"2' - 0"1' - 8" 1140B 1140A 1139A 2M8A 3' - 2"1' - 0"8' - 1" 0G3B 0G3B 2M12A 2M12A 1' - 8"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"10 7/8"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0" 0G3B 0G3B REUSE 30 EXISTING WOOD LOCKERS IN PLACE. REMAINING WOOD LOCKERS BY OWNER - MATCHING CONSTRUCTION, FINISH, AND MATERIALS 2M8A 2M8A 2M8A0G3B0G3B 5' - 11 1/4" 2' - 0"2' - 0"2' - 0"2' - 0"2' - 6"1' - 4"4"2' - 10"RESIDENTIAL APPLIANCE BY OWNER. POWER PROVIDED. NO WATER TO THIS ROOM SEE FINISH SCHEDULE FOR CASEWORK AND COUNTERTOP LAMINATE COLORS. 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 Rob Klinedinst Katie Buckman Anne Lebo 10/06/17 10/9/2017 3:30:47 PM C:\Users\katie.buckman\Documents\513.7505.00_CU_WrestlingExpansion_A-16_katie.buckman.rvt513.7505.00 A4.0.0 ENLARGED PLANS AND INTERIOR ELEVATIONS Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET 1/2" = 1'-0"A4.0.0 1D TYPICAL BATHROOM MOUNTING HEIGHTS X SHEET KEYNOTES X TOILET ACCESSORIES LEGEND E GRAB BAR 18" VERTICAL R 18" X 34" SHOWER GRAB BAR S ADA 'L' SHOWER SEAT (TRANSFER SHOWER) SEE FINISH MATERIAL SCHEDULE ON SHEET A811 FOR FINISH INFORMATION GENERAL FINISH NOTES 1/4" = 1'-0"A4.0.0 5D ENLARGED PLAN - COACH LOCKERS NO. REASON DATE 1/4" = 1'-0"A4.0.0 5A ENLARGED PLAN - TEAM LOCKERS 1/4" = 1'-0"A4.0.0 1A LOUNGE WEST 01 TOILET PAPER DISPENSER 02 GRAB BAR 42" LONG 03 GRAB BAR 36" LONG 04 MIRROR GLASS - 3'-0" HIGH X 2'-0" WIDE 05 SHOWER CURTAIN AND ROD 06 ROBE HOOK 07 SOAP DISPENSER 08 PAPER TOWEL DISPENSER 09 BUILT IN WOOD SHELVES BY OWNER. MATCH LOCKER MATERIOR 10 CUSTOM WOOD LOCKERS BY OWNER. MATCH CONSTRUCTION IN EXISTING WRESTLING LOCKER ROOM. PROVIDE OPENING FOR RECEPTACLE. SEE ELECTRICAL FOR LOCATION. A.SEE SHEET A811 FOR FINISH MATERIAL SCHEDULE. B.CONTRACTOR SHALL PROVIDE ALL INTERIOR FINISHES AS SPECIFIED HEREIN. LITTLE DIVERSIFIED ARCHITECTURAL CONSULTING SHALL BE NOTIFIED OF ANY DISCREPANCIES OR OMISSIONS PRIOR TO PROCEEDING WITH WORK. C.ALL INTERIOR FINISHES SHALL HAVE A CLASS A FLAME SPREAD RATING. D.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ACCURACY OF HIS MEASUREMENTS AND TOTAL YARDAGE REQUIREMENTS TO BE FURNISHED. NO REQUESTS FOR MATERIALS OR INSTALLATION EXTRAS WILL BE CONSIDERED DUE TO MEASUREMENT OR TAKEOFF ERRORS BY CONTRACTOR. REFER TO ARCH. PLAN A101 FOR ALL DIMENSIONS. E.VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1" FOR EVERY 10'-0" SHALL BE LEVELED BY CONTRACTOR. LEVELING SHALL BE COMPLETED WITH FLOOR READY TO RECEIVE NEW FINISHES AS SPECIFIED. CONTRACTOR SHALL VERIFY SLAB CONDITION PRIOR TO BID SUBMISSION. F.ALL MISCELLANEOUS GRILLES, PLATES, OR OTHER DEVICES SHALL BE PAINTED TO MATCH THE WALL OR CEILING IN WHICH THEY ARE INSTALLED. G.UNLESS OTHERWISE NOTED PROVIDE MINIMUM 3-COAT PAINT SYSTEMS AS SPECIFIED FOR EACH SUBSTRATE; REFER TO FINISH PLAN FOR COLORS AND SHEENS. H.ALL NEW AND EXISTING FINISHES SCHEDULED TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION. ANY DAMAGE SHALL BE REPAIRED BY CONTRACTOR INVOLVED AT HIS COST WITH NO COST TO OWNER. I.CLEAN HVAC DIFFUSERS, DRAPERY POCKETS, FIRE EXTINGUISHER CABINET, AND SPEAKER GRILLS. DO NOT PAINT EQUIPMENT, UNLESS OTHERWISE NOTED. J.PAINT FOR WALLS AND SOFFITS SHALL BE TWO COATS OF EGGSHELL/SATIN OVER ONE COAT OF PRIMER IN THE INDICATED COLOR UNLESS OTHERWISE NOTED. K.PATCH & SAND ALL EXISTING WALLS, COLUMNS SOFFITS, ETC. TO BE READY FOR PAINT. 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 Rob Klinedinst Katie Buckman Anne Lebo 10/06/17 10/9/2017 3:30:48 PM C:\Users\katie.buckman\Documents\513.7505.00_CU_WrestlingExpansion_A-16_katie.buckman.rvt513.7505.00 A8.1.1 FINISH SCHEDULE Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET FINISH MATERIAL SCHEDULE Location Tag Description Manufacturer Finish Description CommentsStyle Size Product Number Color Install Notes CEILING ACT-1 ACOUSTICAL CEILING TILES ARMSTRONG FINE FISSURED TEGULAR 2' X 2' #1732 HM DOORS/HM FRAMES P-1 PAINT SHERWIN WILLIAMS SEMI GLOSS 1674 DEEP ONYX WALL P-2 PAINT SHERWIN WILLIAMS EGGSHELL 653 EUROPEAN WHITE WALL P-3 PAINT SHERWIN WILLIAMS EGGSHELL- EPOXY 653 EUROPEAN WHITE USE IN ALL WET LOCATIONS BASE MCT-1 BUILT UP MOSAIC TILE BASE DALTILE KEYSTONES 6" X 8" MB-5A BUFFSTONE RANGE D147 BASE RB-1 RUBBER BASE- COVE ROPPE COVE 4"H ROLL P193 BLACK BROWN FLOOR CON-1 SEALED CONCRETE FLOOR CPT-1 CARPET TILE LEES FACULTY REMIX 24"x24" DK163 RENEWED BLUE 575 FLOOR MCT -1 MOSAIC CERAMIC TILE DALTILE KEYSTONES 2" X 2" MOSAIC TILE PATTERN 3027 76% BUFFSTONE RANGE D147, 12% EBONY D311, 12% PUMPKIN SPICE D090 GROUT 903 BIRCH FLOOR RS-1 SPORTS FLOORING MONDO ADVANCE 6 MM 018 DARK GREY SEAM IN IN OLD VEST. LOCATION ONLY. FLOOR VCT-1 VINYL COMPOSITION TILE ARMSTRONG STANDARD EXELON IMPERIAL TEXTURE 12"x12"51915 CHARCOAL CASEWORK PL-1 PLASTIC LAMINATE FORMICA 515-58 GRAPHITE GRAFIX; MATTE FINISH COUNTERTOPS CABINETS CASEWORK PL-2 PLASTIC LAMINATE FORMICA 7697-58 BISQUE CERAMIC; MATTE FINISH CABINET BODY TYPICAL COUNTERTOPS- MISC. SSM-1 SOLID SURFACE MATERIAL CORIAN NOCTURNE WINDOW STOOLS/ RESTROOMS COUNTERTOPS- MISC. WT-1 WINDOW TREATMENT- BLINDS SPRING WINDOW FASHIONS WHIT SATIN 205 ALL LOCATIONS BY OWNER BY OWNER. WD. DOORS WD-1 LAMPTON DOORS CUSTOM COLOR #1 MATCH EXISTING ROOM FINISH SCHEDULE Room # Room Name Floor Finish Base Finish Wall Finish Ceiling Finish Comments 1136 WRESTLING ENTRY VCT RB-1 P-2 ACT-1 1137 COACH LOCKERS MCT-1 MCTB-1 P-2 ACT-1/GYP. SEALED CONCRETE FLOOR IN BACK AREA FOR FUTURE EQUIPMENT. GYP CEILING OVER SHOWER (P-3) 1138 COACH RESTROOM MCT-1 MCTB-1 P-3 ACT-1 1139 VESTIBULE CPT-1 RB-1 P-3 ACT-1 1140 WRESTLING LOCKERS CPT-1 RB-1 P-3 ACT-1 1142 WRESTLING GYM RS-1 RB-1 P-2 EXPOSED - REPAIR FIRE SPRAY WHERE NEEDED. PAINT TO MATCH EXISTING MONDO AT FLOOR PATCH NEAR ENTRANCE FROM MAIN CORRIDOR. SEAM TO EXISTING. 1142.1 WRESTLING GYM ADDITION RS-1 RB-1 P-2 EXPOSED - FIRE SPRAY STRUCTURE TO MATCH EXISTING. PAINT TO MATCH EXISTING MONDO TO MATCH EXISTING UNDER NEW MAT. SEAM TO EXISTING. 1143 RECEPTION VCT-1 RB-1 P-2 ACT-1 1144 ASST. COACH OFFICES CPT-1 RB-1 P-2 ACT-1 1145 CONFERENCE CPT-1 RB-1 P-2 ACT-1 1146 COACH CPT-1 RB-1 P-2 ACT-1 1147 STORAGE VCT-1 RB-1 P-2 ACT-1 1148 FITNESS CPT-1 RB-1 P-2 ACT-1 1149 LOUNGE CPT-1 RB-1 P-2 ACT-1 1150 CORRIDOR VCT-1 RB-1 P-2 EXPOSED - FIRE SPRAY STRUCTURE TO MATCH EXISTING. PAINT TO MATCH EXISTING DO NOT PAINT EXPOSED BRICK. CLEAN ONLY. AREA C NOT TO SCALE EXISTING BUILDING KEY PLAN NO. REASON DATE GENERAL NOTES - FINISH X = 54" MIN. Y = 52" MIN. Y = 48" MIN. (IF BOTH CLOSER & LATCH ON DR) NOTE: ERECT ALL DOOR FRAMES AND ADJACENT WALLS PER APPLICABLE PLAN CONFIGURATION. NOTIFY ARCHITECT OF CONFLICTS PRIOR TO INSTALLATION OF DOOR FRAMES AND/OR ADJACENT WALLS. X = 12" MIN. (IF BOTH CLOSER & LATCH ON DR) Y = 48" MIN.FRONT APPROACHPUSH SIDE X = 18" MIN. (24" MIN. PREFERRED) Y = 60" MIN. Y = 42" MIN.LATCH SIDE APPROACHX = 24" MIN.X = 24" MIN. Y = 54" MIN. (IF CLOSER ON DR) Y = 48" MIN. X = 42" MIN., IF Y = 54"HINGE SIDE APPROACHX = 36" MIN., IF Y = 60" PULL SIDE YX XYXYYX XY YX DOOR AS SCHEDULED PARTITION AS SCHEDULED HOLLOW METAL FRAME, SEE FRAME TYPE SCHEDULE ANCHOR TO STUDS CONTINUOUS SEALANT BOTH SIDES, TYP. METAL STUD HEAD FRAMING 2"HOLLOW METAL FRAME, SEE FRAME TYPE SCHEDULE DOOR AS SCHEDULE ANCHOR TO STUDS DOUBLE STUD FRAMING AT DOOR JAMB PARTITION AS SCHEDULED STEEL REINFORCING S/A DOOR JAMBS/A HEADERSHEAR BLOCK PKG.D.L.O.5"7"D.L.O.DETAIL D JAMB DETAIL B SINGLE ACTING HEADER FOR SURFACE CLOSER DETAIL A MEETING STILE 5" 1/8" 5" DETAIL C BOTTOM RAIL10"REQUEST TO EXIT BUTTON ON EGRESS SIDE. CARD READER ON EXTERIOR WITHIN 5' OF EGRESS DOOR CLOSER AS SCHEDULED NOTE: ALL ELECTRONIC LOCKS ON EGRESS DOORS SHALL UNLOCK UPON ACTIVATION OF THE FIRE ALARM AND SPRINKLER SYSTEM. MOTION DETECTOR ON EGRESS SIDE AS SCHEDULED NOTE: COORDINATE WITH SECURITY SYSTEM AND SECURITY RISER DIAGRAM. PROVIDE POWER THROUGH REQUIRED CONDUIT TO ELECTRIC HINGES, ELECTROMECHANICAL LOCKS, CARD READERS, DOOR OPERATORS AND ANY OTHER HARDWARE. STUB UP 12" ABOVE CEILING AT JAMB AND HINGE.40" MIN.48" MAX.8" NOTE: TYPICAL LOCATION FOR SPECIALTY DEVICES NEAR A DOOR * VERIFY THAT ALL MOUNTING HEIGHTS ARE IN ACCORDANCE WITH LOCAL JURISDICTIONAL CODES 48" AFFS T E V 18" AFFF AFF8"S LIGHT SWITCH T THERMOSTAT V VOICE/DATA E RECEPTACLE F WALL MOUNTED FURNITURE INFEED 10"6" SIGN BRAILE SIGN 9"48" MIN.60" MAX.NOTE: TYPICAL LOCATION FOR SPECIALTY DEVICES NEAR A GLASS OFFICE FRONT AND DOOR * VERIFY THAT ALL MOUNTING HEIGHTS ARE IN ACCORDANCE WITH LOCAL JURISDICTIONAL CODES 48" AFFS T E V 18" AFFF AFF8"S LIGHT SWITCH T THERMOSTAT V VOICE/DATA E RECEPTACLE F WALL MOUNTED FURNITURE INFEED 6"6" F FLUSH FG FULL GLAZE 1' - 1"5' - 2"HG HALF GLASS 3' - 6"2' - 9"N 2' - 9"3" NARROW LITE SF2 ALUMINUM STOREFRONT ENTRANCE DOOR PAIR F1 F2 HOLLOW METAL PAINTED P-1; SEMI GLOSS FINISH 2" SCHEDULE SEE 2"2"SCHEDULESEE2" SCHEDULE SEE 2"2"SCHEDULESEEHOLLOW METAL PAINTED P-1; SEMI GLOSS FINISH CEILING CEILING AT DOORS w/ CRs PROVIDE 1/2" CONDUIT AT BOTH JAMBS TO 12" ABOVE CEILING, FROM STRIKE JAMB AND BUTT JAMB FOR ELECTRIC HINGE F3 F4 HOLLOW METAL PAINTED P-1; SEMI GLOSS FINISH 2" SCHEDULE SEE 2"4"SCHEDULESEE2" SCHEDULE SEE 2"4"SCHEDULESEEHOLLOW METAL PAINTED P-1; SEMI GLOSS FINISH CEILING CEILING AT DOORS w/ CRs PROVIDE 1/2" CONDUIT AT BOTH JAMBS TO 12" ABOVE CEILING, FROM STRIKE JAMB AND BUTT JAMB FOR ELECTRIC HINGE SF2 ALUMINUM STOREFRONT ENTRANCE DOOR PAIR DETAIL A DETAIL CDETAIL DDETAIL BEXIT DEVICE, SEE HDWR. SCHEDULE 1.CAULK DOOR JAMBS AND HEADS AT DOORS LOCATED IN WALLS TO BE SOUND INSULATED. 2.HOLLOW METAL DOOR FRAMES TO BE FULLY WELDED FRAMES. 3.CAULK DOOR JAMBS AND HEADS WHERE GAPS, BETWEEN WALL AND FRAME EXCEEDS 1/16". 4.PROVIDE (3) JAMB AND (1) BASE ANCHOR PER JAMB AT GYP. BOARD PARTITIONS. 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 BRACED TO FLOOR AND STRUCTURE ABOVE TO PREVENT BREAK OUT TO PARTITIONS. 9.DOORS TO BE LOCATED 6" FROM FACE OF WALL INCLUDING DOOR FRAME, U.O.N. 10.ERECT ALL DOOR FRAMES AND ADJACENT WALLS TO CONFORM TO THE APPLICABLE PLAN CONFIGURATION. NOTIFY LITTLE OF ANY CONFLICTS PRIOR TO INSTALLATION OF DOOR FRAMES AND ADJACENT WALLS DURING TRACK LAYOUT. 11.COORDINATE WITH SECURITY SYSTEM, SECURITY RISER DIAGRAM AND FIRE ALARM SYSTEM. 12.CONFIGURE CURTAIN WALL/STOREFRONT SYSTEM TO ACCOMMODATE CONDUIT FOR SECURITY DEVICES. 13.DOOR UNDERCUTS SHALL BE KEPT TO A MINIMAL DIMENSION AND SHALL BE UNIFORM THROUGHOUT PROJECT, U.O.N. 14.FOR 1-HOUR DOORS USED IN STAIRWAY ENCLOSURES THE AVERAGE TEMPERATURE RISE DEVELOPED ON THE UNEXPOSED SIDE SHALL NOT EXCEED 450 DEGREES F AT THE END OF 30 MINUTES OF STANDARD FIRE TEST EXPOSURE. 15.BOTH SIDES OF ALL EXTERIOR DOORS SHALL HAVE THE SAME ELEVATION WITH NO MORE THAN 1/2" DIFFERENCE ON EITHER SIDE. 16.INSTALLATION OF ALL DOORS AND HARDWARE SHALL MEET MINIMUM ADA REQUIREMENTS. SIGN:LOCATION: TYPE: WRESTLING LOCKERS ROOM 1140 2 RESTROOM ROOM 1138 1 EXIT ROOM 1143, 1136 2 EXIT NORTH BASKETBALL GYM DOOR 1 COACH LOCKERS ROOM 1137 1 JANITOR JAN. CLOSET IN WRESTLING GYM 1 LOUNGE ROOM 1149 1 FITNESS ROOM 1148 1 STORAGE ROOM 1147 1 HEAD COACH ROOM 1146 1 CONFERENCE ROOM 1145 1 ASST. COACH ROOM 1144 2 WHERE SIGN WILL BE MOUNTED ON GLASS, PROVIDE BLANK BACKER PLATE TO MOUNTH ON OPPOSITE SIDE OF GLASS. COORDINATE FINAL LOCATIONS/NUMBERS/MESSAGES WITH OWNER AND ARCHITECT. SIGN TYPE 1: 8-1/4" x 7" PAINTED ACRYLIC SIGN SIGN TYPE 2: 6" x 8" PAINTED ACRYLIC SIGN EXIT RESTROOMWOMENMEN SIGN TYPE 1: SIGN TYPE 2: JANITOR NOTES: 1. CHARACTERS AND TACTILE CHARACTERS OF SIGNS SHALL MEET THE REQUIREMENTS OF APPLICABLE ACCESSIBILITY CODES. INCLUDE BRAIL LETTERING UNDER SIGNAGE MESSAGE. 2. SIGNAGE AND ROOM NUMBERS TO BE APPROVED BY OWNER. SIGN TYPES 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 Rob Klinedinst Katie Buckman Anne Lebo 10/06/17 10/9/2017 3:30:49 PM C:\Users\katie.buckman\Documents\513.7505.00_CU_WrestlingExpansion_A-16_katie.buckman.rvt513.7505.00 A9.0.0 DOOR SCHEDULE AND DETAILS Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET DOOR SCHEDULE Door Number Door Panel Type Door Frame CommentsWidth Height Thickness # Leafs Material Finish Rating Hardware Type Material Finish 1036A 3' - 0" 7' - 8" 1 3/4" 1 N HM P-1 90 MIN. 9 F3 HM P-1 1047C 3' - 0" 7' - 8" 1 3/4" 1 N HM P-1 120 MIN. 4 F3 HM P-1 1136A 6' - 0" 7' - 8" 1 3/4" 2 N HM P-1 0 MIN. 7 F4 HM P-1 1137A 3' - 0" 7' - 8" 1 3/4" 1 F WD STAIN - MATCH EXIST. 0 MIN. 1 F3 HM P-1 1138A 3' - 0" 7' - 8" 1 3/4" 1 F WD STAIN - MATCH EXIST. 0 MIN. 5 F3 HM P-1 1139A 3' - 0" 7' - 8" 1 3/4" 1 F WD. STAIN - MATCH EXIST. 0 MIN. 2 F3 HM P-1 1140A 3' - 0" 7' - 8" 1 3/4" 1 F WD. STAIN - MATCH EXIST. 0 MIN. 3 F3 HM P-1 1140B 6' - 0" 7' - 8" 1 3/4" 2 F HM P-1 90 MIN. 8 F4 HM P-1 1143A 6' - 0" 7' - 10" 1 3/4" 2 ALUM. BONE WHITE 0 MIN. 7 F2 ALUM. BONE WHITE 1144A 3' - 0" 7' - 10" 1 3/4" 1 WD. STAIN - MATCH EXIST. 0 MIN. 1 F1 HM P-1 1144B 3' - 0" 7' - 10" 1 3/4" 1 WD. STAIN - MATCH EXIST. 0 MIN. 1 F1 HM P-1 1145A 3' - 0" 7' - 10" 1 3/4" 1 WD. STAIN - MATCH EXIST. 0 MIN. 1 F1 HM P-1 1146A 3' - 0" 7' - 10" 1 3/4" 1 WD. STAIN - MATCH EXIST. 0 MIN. 1 F1 HM P-1 1147A 6' - 0" 7' - 10" 1 3/4" 2 F WD. STAIN - MATCH EXIST.0 MIN. 6 F2 HM P-1 1148A 3' - 0" 7' - 10" 1 3/4" 1 WD. STAIN - MATCH EXIST. 0 MIN. 2 F1 HM P-1 1149A 3' - 0" 7' - 10" 1 3/4" 1 WD. STAIN - MATCH EXIST. 0 MIN. 2 F1 HM P-1 DOOR SCHEDULE NOTES NOTES: 1) SEE SPECIFICATIONS FOR DOOR HARDWARE SCHEDULE - INCLUDING DESCRIPTION OF DOOR OPERATION (LOCK OPERATION, COORDINATION WITH ACCESS CONTROL SYSTEM ETC.) 2) ALL DOOR HARDWARE UTILIZED IS MECHANICAL OR ELECTROMECHANICAL AND PROVIDES FREE EGRESS FROM SPACES SERVED - NO MAGNETIC LOCKS ARE UTILIZED. 12" = 1'-0"A9.0.0 2C ADA DOOR CONFIGURATIONS 3" = 1'-0"A9.0.0 5A DETAIL - INTERIOR HM DOOR HEAD 3" = 1'-0"A9.0.0 4A DETAIL - INTERIOR HM DOOR JAMB 1/2" = 1'-0"A9.0.0 1E DIAGRAM - ACCESS CONTROL 1/2" = 1'-0"A9.0.0 1C DIAGRAM - DEVICE LOCATION 1/2" = 1'-0"A9.0.0 1A DIAGRAM - DEVICE LOCATION_PERP. 1/4" = 1'-0"A9.0.0 4C ELEVATION - DOOR TYPES 1/4" = 1'-0"A9.0.0 11 ELEVATION - FRAME TYPES 3/8" = 1'-0"A9.0.0 3A ELEVATION - STOREFRONT ENTRANCES 12" = 1'-0"A9.0.0 2A INTERIOR SIGN SCHEDULE NO. REASON DATE SF-2 F F F F F F 1.THESE NOTES SHALL APPLY UNLESS INDICATED OTHERWISE BY DRAWINGS OR SPECIFICATIONS. IN THE EVENT THAT CONFLICTS OCCUR BETWEEN THESE NOTES, DRAWINGS OR SPECIFICATIONS NOTIFY THE STRUCTURAL ENGINEER FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. 2.STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. SHOP DRAWINGS SHALL DETAIL ALL CONDITIONS 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 AND APPROVE SHOP DRAWINGS PRIOR TO SUBMISSION. 4.THE STRUCTURE INDICATED BY THE DRAWINGS AND SPECIFICATIONS IS STRUCTURALLY STABLE ONLY IN ITS COMPLETED FORM. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS, SEQUENCES AND OPERATIONS OF CONSTRUCTION AND SHALL PROVIDE 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 SIMILAR TO 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 FROM ELECTRONIC 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 BETWEEN STRUCTURAL WORK AND DRAWINGS RELATED TO OTHER TRADES THE CONTRACTOR SHALL MAKE IN THEIR BID ALLOWANCE FOR THE MORE SEVERE REQUIREMENTS. CONFLICTS BETWEEN THE STRUCTURAL WORK AND THE DRAWINGS OF OTHER TRADES SHALL NOT BE 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 STRUCTURAL DOCUMENTS AND ANY OTHER DOCUMENTS OR EXISTING CONDITIONS FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. GENERAL CONDITIONS AND STATEMENTS DESIGN CRITERIA DESIGN CODES 1.BUILDING CODE 2012 NORTH CAROLINA BUILDING CODE BASED ON 2009 INTERNATIONAL BUILDING CODE 2.STEEL AISC 360-10 SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS 3.CONCRETE ACI 318-08 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 4.CONCRETE MASONRY ACI 530-08 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES 5.DESIGN LOADS ASCE7-05 DESIGN LOADS 1.BUILDING OCCUPANCY GROUP III 2.ROOF LIVE LOAD 20 PSF 3.SNOW LOAD GROUND SNOW LOAD 15 PSF Is 1.1 Ct 1.0 Ce 1.0 Pf 16.5 PSF 20 PSF 4.FLOOR LIVE LOAD LIGHT STORAGE 125 PSF OFFICE/FITNESS 100 PSF CORRIDORS 100 PSF 5.WIND LOAD WIND SPEED 95 MPH EXPOSURE B Iw 1.15 Kd 0.85 Kz 0.85 kzt 1.0 GCpi +/- 0.18 COMPONENTS AND CLADDING PRESSURES IN ACCORDANCE WITH ASCE7-05 WIND BASE SHEAR NS 39.4 KIPS WIND BASE SHEAR EW 19.3 KIPS 6.SEISMIC LOAD Ie 1.25 SITE CLASSIFICATION C Sds 0.190 Sd1 0.100 SEISMIC DESIGN CATEGORY C SEISMIC FORCE RESISTING SYSTEM ORDINARY REINFORCED MASONRY SHEAR WALLS; R=2 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE SEISMIC BASE SHEAR 70 KIPS SELECTIVE DEMOLITION 1.THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE MEANS OF DEMOLITION AND THE INTEGRITY AND STABILITY OF THE EXISTING STRUCTURE DURING DEMOLITION AND THROUGHOUT CONSTRUCTION UNTIL THE WORK IS COMPLETED. 2.EXISTING CONDITIONS AND STRUCTURAL MEMBERS INDICATED ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED AT THE SITE BY THE CONTRACTOR. NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES BETWEEN CONDITIONS INDICATED AND THOSE FOUND AT THE SITE PRIOR TO THE START OF DEMOLITION OF EXISTING STRUCTURAL MEMBERS. 3.PRIOR TO THE START OF DEMOLITION WORK VERIFY THAT ANY ELECTRICAL SYSTEM, MECHANICAL SYSTEM, PLUMBING SYSTEM, OR UTILITY EMBEDDED IN THE EXISTING STRUCTURE IS NOT DAMAGED OR DISRUPTED BY THE DEMOLITION WORK UNLESS IT IS REQUIRED BY THE WORK AND ADEQUATE MEASURES ARE TAKEN TO PRESERVE THE SYSTEM OR UTILITY BEYOND THE AREA OF DEMOLITION. 4.WHERE NEW OPENINGS ARE INDICATED TO BE CUT THROUGH EXISTING CONCRETE MEMBERS, THE CONTRACTOR SHALL CORE DRILL ALL CORNERS OF THE OPENING AND SAW CUT OPENING EDGES BETWEEN CORE DRILLED HOLES. DO NOT CUT BEYOND HOLES. CUT AND CHIP CORNER HOLES TO PRODUCE SQUARE OPENING CORNERS AS REQUIRED. DEFERRED SUBMITTALS 1.LIGHT GAGE METAL FRAMING 2.CEILING SEISMIC BRACING 3.MECHANICAL, PLUMBING, ELECTRICAL, DUCTWORK, AND SPRINKLER SEISMIC BRACING 4.EQUIPMENT ANCHORAGE AND CALCULATIONS THE FOLLOWING ITEMS SHALL BE DESIGNED BY A SPECIALTY ENGINEER FOR THE CONTRACTOR. DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW, SEALED AND SIGNED BY A STRUCTURAL ENGINEER LICENSED IN THE PROJECT STATE. 1.SOIL BEARING CAPACITY SHALL BE VERIFIED BY A NORTH CAROLINA GEOTECHNICAL ENGINEER. 2.FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE UNIFORM BEARING PRESSURE OF 5500 PSF ON SHORT AGGREGATE PIERS. 3.SHORT AGGREGATE PIERS SHALL BE ENGINEERED BY THE FOUNDATION SUBCONTRACTOR IN ACCORDANCE WITH "CONTROL OF SETTLEMENT AND UPLIFT OF STRUCTURES USING SHORT AGGREGATE PIERS" AND "SETTLEMENT OF STRUCTURES SUPPORTED ON MARGINAL OR INADEQUATE SOILS STIFFENED WITH SHORT AGGREGATE PIERS" BY EVERT C. LAWTON AND NATHANIEL S. FOX TO PROVIDE AN ALLOWABLE UNIFORM BEARING PRESSURE AT THE BOTTOM OF FOOTINGS OF 5500 PSF WITH A MAXIMUM SETTLEMENT OF 1 INCH AND A MAXIMUM DIFFERENTIAL SETTLEMENT OF 1/2 INCH BETWEEN ADJACENT COLUMNS AND BETWEEN WALLS AND ADJACENT COLUMNS. 4.FOUNDATION SUBCONTRACTOR SHALL SUBMIT DESIGN CALCULATIONS, PLANS, AND DETAILS FOR PIER INSTALLATION SEALED BY A PROFESSIONAL ENGINEER IN THE STATE OF NORTH CAROLINA. 5.ALL FILL MATERIALS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER. ALL FILL WITHIN 10'-0" OF THE BUILDING FOUNDATION PERIMETER SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR. THE TOP 12" BELOW FLOOR SLABS AND FOOTINGS SHALL BE COMPACTED TO 98% OF STANDARD PROCTOR. 6.FOOTING BEARING ELEVATIONS SHALL BE ADJUSTED AT TIME OF EXCAVATION TO ACHIEVE THE REQUIRED BEARING CAPACITY IF SO REQUIRED. 7.PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING FOUNDATIONS BOTH DURING CONSTRUCTION AND PERMANENTLY. 8.MAINTAIN STABILITY OF EXCAVATIONS UNTIL PROPERLY BACKFILLED. KEEP EXCAVATIONS FREE OF LOOSE MATERIAL. DEWATER EXCAVATIONS AND REMOVE ANY WET MATERIAL PRIOR TO PLACING CONCRETE. 9.PLACE A 3" THICKNESS "MUDMAT" OF CONCRETE IN THE BOTTOM OF FOOTINGS THAT WILL BE EXPOSED TO RAIN. 10.HEAVY EQUIPMENT USED FOR PLACING OR COMPACTING BACKFILL SHALL NOT BE OPERATED WITHIN A DISTANCE EQUAL TO THE HEIGHT OF THE BACKFILL ABOVE THE TOP OF FOOTING, (1 HORIZONTAL TO 1 VERTICAL). HAND OPERATED COMPACTION EQUIPMENT SHALL BE USED FOR COMPACTION OPERATIONS IN THIS AREA. 11.GRADE SHALL BE SUCH THAT THE THICKNESS OF ANY FOUNDATION OR SLAB ON GRADE IS NOT REDUCED BY MORE THAN 5% OF THAT INDICATED. 12.EXCAVATION BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. EXCAVATION BRACING SHALL BE DESIGNED FOR LATERAL LOADING RESULTING FROM AN EQUIVALENT FLUID PRESSURE OF 60 PCF AND A SURFACE SURCHARGE OF 250 PSF. SOIL AND SUBSURFACE CONDITIONS 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.CONCRETE SHALL HAVE THE MINIMUM 28 DAY COMPRESSIVE STRENGTH AND WEIGHTS: LOCATION 28 DAY STRENGTH UNIT WEIGHT FOUNDATIONS AND SLAB ON GRADE 4,000 PSI 145 PCF 4.CONCRETE WORK SHALL CONFORM TO ACI 318. 5.REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60. 6.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185. PROVIDE MATERIAL IN SHEETS. LAP ALL WELDED WIRE FABRIC ONE FULL SQUARE PLUS 2" AT ALL SHEET EDGES. 7.SLAB ON GRADE DOWELS SHALL BE SMOOTH RODS CONFORMING TO ASTM A36 WITH ENDS SMOOTH CUT. 8.REINFORCING BAR SUPPORT DEVICES SHALL CONFORM TO CRSI MANUAL OF STANDARD PRACTICE. 9.CONCRETE CLEAR COVER ON EMBEDDED REINFORCING SHALL BE AS FOLLOWS: LOCATION BAR SIZE MINIMUM CLEAR COVER FOOTINGS ALL 3" BOTTOM AND SIDES, 2" TOP CONCRETE EXPOSED TO EARTH OR WEATHER #5 AND SMALLER 1 1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER SLABS, WALLS AND JOISTS #11 AND SMALLER 3/4" 10.ALL CONTINUOUS BARS SHALL HAVE A CLASS B TENSION LAP SPLICE AT ALL SPLICES UNO. PROVIDE CORNER BARS FOR ALL CONTINUOUS BARS AT ALL FOUNDATION AND WALL CORNERS AND INTERSECTIONS. LAP CORNER BARS 48 BAR DIAMETERS EACH END. 11.PROVIDE (2) #5 x 4'-0" LONG TOP DIAGONAL BARS AT ALL REENTRANT CORNERS IN ALL SLABS ON GRADE AND ELEVATED SLABS. 12.PROVIDE DOWELS TO FOOTINGS TO MATCH ALL WALL, PIER AND COLUMN VERTICAL REINFORCING UNO. EMBED DOWELS IN FOOTING WITH HOOK TO WITHIN 3" OF BOTTOM OF FOOTING. EXTEND DOWELS ABOVE FOOTING FOR 48 BAR DIAMETER LAP SPLICE WITH VERTICAL REINFORCING UNO. 13.CONSTRUCTION OR CONTRACTION JOINTS SHALL BE INSTALLED IN SLABS ON GRADE AT A SPACING NOT TO EXCEED 15-0" OC EACH DIRECTION 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 EDGE ANGLES SHALL BE DISCONTINUOUS AT SLAB JOINT LOCATIONS. 14.CONSTRUCTION AND CONTRACTION JOINTS IN WALLS SHALL BE LOCATED AT 100'-0" OC MAXIMUM AND 25'-0" MAXIMUM FROM WALL CORNERS. ALIGN JOINTS IN WALLS WITH JOINTS IN SLABS AT LOCATIONS WHERE SLABS ARE CONNECTED TO WALLS. 15.CONFORM TO ACI 306 FOR COLD WEATHER CONCRETE AND ACI 305 FOR HOT WEATHER CONCRETE WORK WHEN ANY COMBINATION OF 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. 16.CHAMFER ALL EXPOSED CONCRETE EDGES 3/4" UNO. SEE ARCHITECTURAL DRAWINGS FOR DETAILS. 17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL EMBEDDED ITEMS IN CONCRETE WORK. COORDINATE WITH THE FOLLOWING: CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS, PRECAST SHOP DRAWINGS, MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT AND FIXTURE REQUIREMENTS. CAST IN PLACE STRUCTURAL CONCRETE CEILING DESIGN NOTE 1.ALL SUSPENDED CEILING FRAMING SYSTEMS SHALL BE DESIGNED BY THE SUPPLIER TO CONFORM WITH LOCAL SEISMIC REQUIREMENTS. CEILING WEIGHT SHALL INCLUDE ALL LIGHT FIXTURES AND OTHER EQUIPMENT THAT IS LATERALLY SUPPORTED BY THE CEILING. FOR PURPOSES OF DETERMINING THE LATERAL FORCE, A CEILING WEIGHT OF NOT LESS THAN 4 PSF SHALL BE USED. SUPPLIER SHALL SUBMIT A LETTER OF CERTIFICATION SIGNED BY A NORTH CAROLINA PROFESSIONAL ENGINEER. 1.UNO HOLLOW MASONRY UNITS SHALL CONFORM TO ASTM C90, LIGHTWEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH F'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 COMPRESSIVE STRENGTH SHALL BE 2,000 PSI AT 28 DAYS. PROVIDE CLEAN OUT OPENINGS WHERE GROUT POUR EXCEEDS 5'-0". 4.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 AND INTERSECTIONS. REINFORCE VERTICALLY WITH 1 #5 CENTERED IN GROUT FILLED CELL FULL HEIGHT OF WALL WITH DOWEL TO FOUNDATION AT WALL CORNERS, ENDS, INTERSECTIONS, OPENING JAMBS, EACH SIDE OF CONTROL JOINTS AND SPACED AT 32" OC MAXIMUM. LAP VERTICAL REINFORCING 72 BAR DIAMETER AT ALL SPLICES UNO. 5.MINIMUM MASONRY WALL FOOTINGS SHALL PROJECT 4" MINIMUM ON EACH SIDE OF WALL AND BE 12" DEEP WITH (2) #5 CONTINUOUS. 6.BOND BEAMS SHALL BE REINFORCED WITH (2) #5 CONTINUOUS. LAP 32" AT ALL SPLICES. PROVIDE CORNER BARS AT ALL WALL CORNERS AND INTERSECTIONS. 7.PROVIDE DOWELS TO MATCH VERTICAL BARS AT THE BASE OF ALL WALLS. LAP 48 BAR DIAMETERS MINIMUM WITH VERTICAL BARS UNO. CONCRETE MASONRY 1.STRUCTURAL STEEL JOIST AND JOIST GIRDER DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE STEEL JOIST INSTITUTE "STANDARD SPECIFICATION AND LOAD TABLES". JOISTS AND JOIST GIRDERS SHALL BE DESIGNED TO SUPPORT ADDITIONAL CONCENTRATED LOADS, END MOMENTS AND REACTIONS RESULTING FROM THE SPECIFIED END MOMENTS WHERE INDICATED ON THE DRAWINGS. 2.JOIST BRIDGING SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH SJI SPECIFICATIONS. BRIDGING SHALL BE INSTALLED AND ANCHORED AT ENDS OF ALL BRIDGING RUNS TO WALLS OR STEEL FRAMES PRIOR TO PLACEMENT OF ROOF DECK. PROVIDE BOLTED "X" BRIDGING IN ACCORDANCE WITH OSHA STANDARDS. 3.JOIST MANUFACTURER SHALL DESIGN JOISTS FOR THE NET UPLIFT PRESSURE INDICATED. WHERE NO NET UPLIFT PRESSURE IS INDICATED DESIGN JOISTS FOR A MINIMUM NET UPLIFT OF 15 PSF (ASD). PROVIDE ADDITIONAL UPLIFT BRIDGING AS 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 ACCORDANCE WITH OSHA STANDARDS. 7.CONCENTRATED LOADS SHALL BE PERMITTED TO BE ATTACHED TO JOISTS AT JOIST PANEL POINTS ONLY. WHERE IT IS NECESSARY TO ATTACH A CONCENTRATED LOAD TO THE JOIST BETWEEN PANEL POINTS THE JOIST SHALL BE REINFORCED TO SUPPORT THE CONCENTRATED LOAD. 8.JOIST AND JOIST GIRDER BOTTOM CHORD EXTENSIONS SHALL NOT BE WELDED TO STABILIZER PLATES UNLESS SPECIFICALLY NOTED OTHERWISE. STEEL JOISTS 1.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 SHAPES ASTM A992 ANGLE, CHANNELS AND PLATES ASTM A36 ANCHOR RODS <= 3/4"Ø ASTM F1554 GRADE 36 RECTANGULAR HSS ASTM A500 GRADE C, 50 ksi HEADED STUDS ASTM A108, GRADE 1015-1020 3.ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED. 4.SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER FOR THE LOCATION AND TYPE OF SPLICE. 5.CAMBER BEAMS WHERE INDICATED. WHERE NO CAMBER IS INDICATED, BEAMS SHALL BE FABRICATED SO THAT AFTER ERECTION, ANY NATURAL CAMBER IS UPWARD. 6.ALL COPES, HOLES, OPENINGS AND MODIFICATIONS REQUIRED IN STRUCTURAL STEEL MEMBERS FOR ERECTION OR THE 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 THE STRUCTURAL ENGINEER OF RECORD. 8.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL STEEL AND SHALL INDICATE COMPLETE CONNECTION INFORMATION, 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 PRIME STEEL WHICH IS TO RECEIVE SPRAY APPLIED FIRE PROTECTIVE MATERIAL. DO PRIME STEEL WHICH IS TO RECEIVE INTUMESCENT FIRE PROTECTIVE COATING. 11.FILL SOLID WITH NON-SHRINK GROUT UNDER ALL BASE AND BEARING PLATES. 12.CONNECTION NOTES: A.STRUCTURAL STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS SHALL BE DESIGNED BY THE CONTRACTOR TO SUPPORT MEMBER REACTION INDICATED. REACTIONS INDICATED ARE SERVICE LOAD FORCES (ASD) FOR APPLICABLE LOAD COMBINATIONS. WHERE NO REACTION IS INDICATED PROVIDE A CONNECTION DESIGNED TO SUPPORT A VERTICAL SHEAR REACTION OF 80% OF THE MAXIMUM TOTAL UNIFORM LOAD FOR THE APPROPRIATE BEAM SECTION 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: ANGLES ASTM A36 WT ASTM A992 PLATES ASTM A36 BOLTS ASTM A325 OR ASTM A490 NUTS ASTM A563 WASHERS ASTM F436 WELDING ELECTRODES E70XX C.STANDARD SHEAR CONNECTIONS SHALL BE DETAILED AS DOUBLE ANGLE OR SINGLE PLATE CONNECTIONS IN ACCORDANCE WITH THE CONNECTION TABLES IN THE AISC "MANUAL OF STEEL CONSTRUCTION ALLOWABLE STRESS DESIGN". 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 BE DESIGNED 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 STRUCTURAL CONNECTIONS "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 BE 1/4" 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 SHALL BE SLIP-CRITICAL. STRUCTURAL STEEL 1.EXISTING DRAWINGS WERE AVAILABLE FOR THIS PROJECT. ALL EXISTING DIMENSIONS, CONNECTION DETAILS, MEMBER SIZES, FRAMING CONFIGURATION, ETC. HAVE BEEN ASSUMED CORRECT FROM THE EXISTING DRAWINGS. THE GENERAL CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION OR PREPARING SHOP DRAWINGS. NOTIFY THE ARCHITECT AND ENGINEER OF ANY AREA WHERE THE EXISTING CONDITIONS DO NOT MATCH THE CONDITIONS ASSUMED ON THESE DRAWINGS. EXISTING CONDITIONS 1.EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALL CONSIST OF THE FOLLOWING ANCHOR TYPES AS PROVIDED BY HILTI, INC. CONTACT HILTI AT (800) 879-8000 FOR PRODUCT RELATED QUESTIONS. A.ANCHORAGE TO CONCRETE 1)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 THREADED ROD PER ICC ESR-3187 c)HILTI HIT-RE 500-v3 EPOXY ADHESIVE ANCHORING SYSTEM WITH HAS-E THREADED ROD PER ICC ESR-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-3027 b)HILTI KWIK BOLT-TZ EXPANSION ANCHORS PER ICC ESR-1917 c)HILTI KWIK-BOLT 3 EXPANSION ANCHORS (UNCRACKED CONCRETE ONLY) PER ICC ESR-2302 3)HEAVY DUTY MECHANICAL ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE: a)HILTI HDA UNDERCUT ANCHORS PER ICC ESR 1546 b)HILTI HSL-3 EXPANSION ANCHORS PER ICC ESR 1545 B.REBAR DOWELING INTO CONCRETE 1)ADHESIVE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE USE: a)HILTI HY-200 SAFE SET SYSTEM WITH HILTI HOLLOW BIT DRILL SYSTEM WITH CONTINUOUSLY DEFORMED REBAR PER ICC ESR-3187 b)HILTI HIT-RE 500-v3 EPOXY ANCHORING SYSTEM WITH CONTINUOUSLY DEFORMED REBAR PER ICC ESR-3814 C.ANCHORAGE TO SOLID GROUTED MASONRY 1)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 OR CONTINUOUSLY DEFORMED STEEL REBAR 2)MECHANICAL ANCHORS USE: a)HILTI KWIK HUS-EZ SCREW ANCHOR PER ICC ESR-3056 b)HILTI KWIK BOLT-3 EXPANSION ANCHORS PER ICC ESR-1385 D.ANCHORAGE TO HOLLOW / MULTI-WYTHE MASONRY 1)ADHESIVE ANCHORS USE: a)HILTI HIT-HY 70 MASONRY ADHESIVE ANCHORING SYSTEM PER ICC ESR-3342 b)STEEL ANCHOR ELEMENT SHALL BE HILTI HAS-E CONTINUOUSLY THREADED ROD OR CONTINUOUSLY DEFORMED STEEL REBAR c)THE APPROPRIATE SIZE SCREEN TUBE SHALL BE USED PER ADHESIVE MANUFACTURER'S RECOMMENDATION 2.ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY HILTI OR SUCH OTHER METHOD AS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION 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 INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS. 6.ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. 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.EXISTING REBAR AND STANDS MUST NOT BE CUT OR DAMAGED. UNLESS NOTED ON THE DRAWINGS THAT THE BARS CAN BE CUT. THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND SHALL 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 ANCHORS ADDL ADDITIONAL ADH ADHESIVE AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL AFF ABOVE FINISHED FLOOR ALT ALTERNATE ARCH ARCHITECT B/ BOTTOM OF BCB BOTTOM CHORD BRACING BCX BOTTOM CHORD EXTENSION BFF BELOW FINISHED FLOOR BLDG BUILDING BOTT BOTTOM BP BASE PL BRG BEARING BTWN BETWEEN CIP CAST IN PLACE CJ CONTRACTION OR CONSTRUCTION JOINT CL CENTERLINE CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECTION CONT CONTINUOUS CTR CENTER DBA DEFORMED BAR ANCHOR DCJ DOWELED CONSTRUCTION JOINT DEFL DEFLECTION DIA,Ø DIAMETER DWG DRAWING DWL DOWEL EA EACH EF EACH FACE EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL EOD EDGE OF DECK EOS EDGE OF SLAB EQ EQUAL EW EACH WAY EXP EXPANSION EXT EXTERIOR FFE FINISHED FLOOR ELEVATION FIN FINISHED FLR FLOOR FOB FACE OF BRICK FOM FACE OF MASONRY FOS FACE OF STUD FTG FOOTING GA GAGE GALV GALVANIZED GC GENERAL CONTRACTOR GLB GLULAM BEAM HD HEADED HORIZ HORIZONTAL INT INTERIOR JBE JOIST BEARNING ELEVATION LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LSH LONG SIDE HORIZONTAL LSV LONG SIDE VERTICAL LW LIGHT WEIGHT MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MOW MIDDLE OF WALL NTS NOT TO SCALE NW NORMAL WEIGHT OC ON CENTER PAF POWER ACTUATED FASTENER PJF PRE-MOLDED JOINT FILLER PL PLATE PT PRESSURE TREATED or POST TENSIONED QTY QUANTITY REINF REINFORCEMENT REF REFERENCE REQD REQUIRED SCHD SCHEDULE SIM SIMILAR SOG SLAB ON GRADE SPEC SPECIFICATIONS STD STANDARD T/TOP OF TCX TOP CHORD EXTENSION TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERFIY IN FIELD WP WORK POINT WWF WELDED WIRE FABRIC ABBREVIATIONS 1.ROOF DECK SHALL BE FORMED FROM STEEL CONFORMING TO THE FOLLOWING: A.GALVANIZED DECK ASTM A653 WITH A MINIMUM YIELD STRENGTH OF 33 KSI. 2.THE DESIGN, MANUFACTURE AND ERECTION OF STEEL ROOF DECK AND ITS ANCHORAGE SHALL BE IN ACCORDANCE WITH THE ANSI/SDI "STANDARD FOR STEEL ROOF DECK". 3.PROVIDE ROOF DECK OF TYPE, DEPTH AND MINIMUM THICKNESS INDICATED. 4.ROOF DECK SHALL BE INSTALLED IN LENGTHS TO PROVIDE 3 CONTINUOUS SPANS MINIMUM. 5.INSTALL ROOF DECK WITH A MINIMUM END BEARING LENGTH OF 1 1/2". 6.ROOF DECK SHALL BE FASTENED TO SUPPORTS AS INDICATED ON THE DRAWINGS. METAL ROOF DECK 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 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 410 Blackwell Street, Suite 410 Durham, NC 27701 T: 919.474.2500 10/6/2017 3:53:03 PM C:\Users\carl.schuett\Documents\513.7505.00_CU_WrestlingExpansion_S-16_carl.schuett.rvt513.7505.00 10/06/2017 S0.0.1 GENERAL NOTES Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman David Blankfard, PE, SE 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/06/2017 10/6/2017 3:53:03 PM C:\Users\carl.schuett\Documents\513.7505.00_CU_WrestlingExpansion_S-16_carl.schuett.rvt513.7505.00 10/06/2017 S0.0.1 GENERAL NOTES Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman David Blankfard, PE, SE NO. REASON DATENO. REASON DATE 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/06/2017 10/6/2017 3:53:03 PM C:\Users\carl.schuett\Documents\513.7505.00_CU_WrestlingExpansion_S-16_carl.schuett.rvt513.7505.00 10/06/2017 S0.0.2 STATEMENT OF SPECIAL INSPECTIONS Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman David Blankfard, PE, SE NO. REASON DATE eG eF eE.6 eE e10 VIF 1' - 7" FOM 5' - 11 1/4"77' - 4 3/4" FOM 44' - 8" FOM 1E S3.0.1 6C S3.0.1 5C S3.0.1 1C S3.0.1 1A S3.0.1 FOM2' - 0"38' - 0 1/8" FOM HSS8x6x3/8 HSS8x6x3/8 HSS8x6x3/8 HSS8x6x3/8 FOM 3' - 8 3/4" FOM 1' - 8 3/4" 1E S3.0.1 SW SWSWSWSWSW SWSWSWSW VIF17' - 8"1 1/2" VIF42' - 11 5/8" FOM7' - 3 1/4" FOM16' - 8 3/4" FOM5' - 11 3/8"7' - 1"16' - 10 7/8"7' - 1"5' - 11 3/8"1E S3.0.1 16' - 8" FOMSWCJ, TYP CJ, TYPCJ, TYPCJ, TYPCJ, TYP EXIST FDN, TYP EXIST CMU WALL 1E S3.0.1 6C S3.0.1 1E S3.0.1 SIM SW SW SW 5C S3.0.1 5 7/8" EXIST SOG 6A S3.0.1 1C S3.0.1 TYP S MATCH EXIST<-2' - 0">SMATCH EXIST<-2' - 0">RE-ENTRANT CORNER, SEE TYP/3C S3.0.1 SMATCH EXIST<-2' - 0">AT EA EXIST/NEW FTG INTERFACE PROVIDE (3) 5/8"Ø SMOOTH DWL x1'-6" LG TO EXIST FTG w/ HILTI HIT-HY 200, EMBED 6", COAT END IN NEW FTG w/ GREASE INDICATES MP1 UNO, SEE EXIST COL, TYP /2B S2.0.1 ALIGN SSEXIST STORM LINE, VIF NOTES: 1. SEE S0.0.1 FOR GENERAL NOTES AND ABBREVIATIONS. 2. FINISHED FLOOR ELEVATION TO MATCH EXISTING. REFERENCE ELEVATION 0'-0", DATUM. 3. TOP OF FOOTING 2'-0" BELOW FINISHED FLOOR ELEVATION, UNO. <No> INDICATES TOP OF FOOTING ELEVATION, SEE PLAN. 4. INDICATES STEP IN WALL FOOTING, SEE . 5. "MP#" INDICATES MASONRY PILASTER TYPE, SEE . INDICATES LOCATION OF MP. 6. SEE S3.01 FOR TYPICAL SLAB CONSTRUCTION DETAILS. 7. "SW#" INDICATES MASONRY SHEAR WALL TYPE. SEE S201 FOR MINIMUM SHEAR WALL REINFORCING AND SCHEDULE. 8. SEE FOR SLAB REPAIR DETAILS.S/5E S3.0.1 /4A S3.0.1 /2B S2.0.1 5" CONCRETE SLAB ON GRADE w/ 6x6 W2.9xW2.9 WWF ON 15 MIL POLY VAPOR BARRIER OVER 4" OF COMPACTED WASHED STONE 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/06/2017 10/6/2017 3:53:06 PM C:\Users\carl.schuett\Documents\513.7505.00_CU_WrestlingExpansion_S-16_carl.schuett.rvt513.7505.00 10/06/2017 S1.0.1 CONVOCATION AREA C FOUNDATION PLAN Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman David Blankfard, PE, SE 3/16" = 1'-0"S1.0.1 1A CONVOCATION AREA C FOUNDATION PLAN ADDITION NOT TO SCALE EXISTING BUILDING KEY PLAN NO. REASON DATE eG eF eE.6 eE e10 17' - 8"7' - 4"15' - 8"1E S3.1.1 3E S3.1.1W16x67 GALV2.5K2C8x11.5 C8x11.5 6C S3.1.1 5' - 4" VERIFY SPACING IN FIELD (E) 30K7 30K7 AT 4'-10" OC ALIGN CL OF JOIST w/ EDGE OF EXIST ROOF DECK, LAP NEW ROOF DECK 3" AND FASTEN PER . 5' - 4"W16x67 GALVW16x67 GALVC8x11.5 C8x11.5 1A S3.1.1 4A S3.1.1 3E S3.1.2 4C S3.1.1 1E S3.1.2 3' - 4 3/4" EXIST JOIST, TYP 1' - 0" OFFSET FROM JBE=(16' - 7 1/2") JBE=(16' - 8") JBE=(16' - 0") JBE=(16' - 8") L2 L2 L2 L2 L2 L2 L2 L2 L3L3L3L4 L1 L2D1 D1 L11E S3.1.1 RTU-1 (MAX WT + CURB = 1,200#) L5x3x1/4 UNDER ROOF CURB AND AROUND OPNGS, SEE AND TYP/4E S3.1.1 /6E S3.1.1 4A S3.1.1 5' - 2 3/8" 3' - 7 1/2" 4E S3.1.2 SW SWSWSWSWSWSWSWSW SW SW SW 5' - 11 3/8"7' - 1"16' - 10 7/8"7' - 1"5' - 11 3/8"(14' - 0 1/2")(14' - 0 1/2")(14' - 0 1/2")RTU-2 (MAX WT + CURB = 1,200#) 18K3 w/ 2 1/2" SEATS AT 4'-10" OC 1B S3.1.2 TYP INDICATES MP1 UNO, SEE /2B S2.0.1 LO HI SIM /3C S3.1.1 L5L5 SEE FOR ADD'L DETAILS AT NEW OPNG IN CMU WALL, TYP /1E S3.1.2 SHORE EXIST DECK UNTIL NEW JOIST IS INSTALLED NOTES: 1.SEE S0.0.1 FOR GENERAL NOTES AND ABBREVIATIONS. 2. (No) INDICATES TOP OF STEEL OR JOIST BEARING ELEVATION ABOVE REFERENCE DATUM. [+No] INDICATES DECK BEARING ELEVATION FROM TOP OF STEEL. 3."MP#" INDICATES MASONRY PILASTER TYPE, SEE .INDICATES LOCATION OF MP#. 4."L#" INDICATES BOND BEAM LINTEL, SEE FOR SCHEDULE. 5."SW#" INDICATES MASONRY SHEAR WALL TYPE. SEE S2.0.1 FOR MINIMUM SHEAR WALL REINFORCING AND SCHEDULE. 6.SEE S2.0.1 FOR MINIMUM SEISMIC REINFORCING REQUIRED AT ALL WALLS. 7.SEE S3.1.1 FOR TYPICAL ROOF FRAMING DETAILS. 8.HOT DIP GALVANIZE ALL EXTERIOR LINTELS. 9.SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 10.SEE ARCHITECTURAL DRAWINGS FOR FIREPROOFING REQUIREMENTS. 11.SEE S2.0.1 FOR LOOSE LINTEL SHCEDULE. /1A S2.0.1 /2B S2.0.1 D1 :METAL ROOF DECK, 1 1/2" TYPE "B", 20 GA, GALV G60 FINISH, SEE S3.1.1 FOR ATTACHMENT 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/06/2017 10/6/2017 3:53:10 PM C:\Users\carl.schuett\Documents\513.7505.00_CU_WrestlingExpansion_S-16_carl.schuett.rvt513.7505.00 10/06/2017 S1.0.2 CONVOCATION AREA C ROOF FRAMING PLAN Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman David Blankfard, PE, SE 3/16" = 1'-0"S1.0.2 1A CONVOCATION AREA C ROOF FRAMING PLAN ADDITION NOT TO SCALE EXISTING BUILDING KEY PLAN NO. REASON DATE SEE ARCHOPNGMASONRY LINTEL, SEE PLAN AND SCHD FOR LOCATIONS, SIZE AND REINF U-BLOCK BOND BEAM w/ (2) #5 UNDER OPNG, FILL w/ GROUT, SEE NOTE 2-A VERT REINF BEYOND NOTES: 1.BRICK VENEER NOT SHOWN FOR CLARITY. 2.SEE */S*** FOR LOOSE LINTEL WHERE REQUIRED AT OPENINGS IN BRICK VENEER. REINF, SEE OTHER DETAILS (FILL BLOCK CELLS w/ GROUT AT REINF) CONT KNOCK-OUT BLOCK BOND BEAM w/ (2) #5 CONT FILLED w/ CONC, CONT ABOVE STEEL LINTEL, SEE NOTE 2-A STEEL LINTEL, SEE PLAN AND SCHD CMU SOAPS, EA SIDE 5/8"Ø x 6" HD STUD AT 24" OC (2 MIN), SHOP WELDED SEE ARCHOPNGU-BLOCK BOND BEAM w/ (2) #5 UNDER OPNG, FILL w/ GROUT, SEE NOTE 2-A VERT REINF BEYOND 2'-0" MIN, TYP U-BLOCK BOND BEAM; SEE LINTEL SCHD FOR REINF FILL w/ GROUT VERT REINF IN WALL AT OPNG, SEE NOTE 1-B; FILL BLOCK CELLS w/ GROUT FULL HEIGHT AT REBAR OPNG 2'-0" MIN, TYP STEEL LINTEL AND PL, SEE PLAN AND SCHD FILL BLOCK CELLS FULL HEIGHT UNDER BRG, UNO OPNG 8" MIN (1) #5 CTRD IN WALL AT OPNG, FILL BLOCK CELLS w/ GROUT FULL HEIGHT AT REBAR; SEE NOTE 1-B CONT 'KNOCK-OUT' BLOCK BOND BEAM w/ (2) #5 CONT FILLED w/ CONC; CONT ABOVE STEEL LINTEL, SEE NOTE 2-A NOT AT CONTROL JOINT SEE LINTEL SCHD FOR SIZE AND REINF AT CONTROL JOINT GROUT SOLID 24" DEEP x16" WIDE ADDL VERT WALL REINF BRG 8"48 BAR ØJAMB VERT REINFOFFSET & LAPBRG 8" NOTE: FOR ADDL INFORMATION SEE "NOT AT CONTROL JOINT" NOTE: VENEER MASONRY AND SHELF ANGLES NOT SHOWN FOR CLARITY SECTION AT MASONRY LINTEL TOP REINF, SEE LINTEL SCHD TYP VERT REINF MOW (IF SPACING IS LESS THAN CLEAR SPAN) BOTT REINF, SEE LINTEL SCHD SEE ARCH B/LINTEL SEE SCHDDW MASONRY CJ 5/8"Ø x6" TALL HD STUDS AT 24" OC BEAM, SEE SCHD 3/8" PLATE SECTION AT STEEL LINTEL CMU SOAP ES ARCH SEE 3/16 2-12 3/16 2-12 ADDL VERT WALL REINF FULL HEIGHT L1 LINTEL SCHEDULE MARK D L2 8" 16" W 12" 12" REINF (2) #5 (2) #5 T&B STEEL - - NOTES: 1.ALL MASONRY BOND BEAMS TO BE FILLED WITH 3000 PSI PEA GRAVEL CONCRETE GROUT. 2.PROVIDE 2'-0" BEARING OVER MASONRY WHERE POSSIBLE (STD 90° HK IF < 2'-0" AVAILABLE). 3.PROVIDE 8" DEEP BOND BEAM w/ (2) #5 BARS FOR LINTELS NON-LOAD BEARING WALLS, SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS. L3 24" 12" PLATE - - L4 - - - W8x18 3/8" (2) #7 T&B L5 - - - W8x18 - JAMB BLOCK, TYP(1) #5 VERT, UNO VENEER, SEE ARCHFILL BLOCK CELLS w/ GROUT FULL HEIGHT AT REBAR CONTROL JOINT, SEE ARCH FOR LOCATIONS CORNERINTERSECTION OPENING - WALL TERMINATION VERT WALL REINF CENTERED IN CELL, TYP VERT WALL REINF CENTERED IN CELL, TYP VERT WALL REINF CENTERED IN CELL, TYP PLAN AT CORNERPLAN AT INTERSECTION (2) ADDL CORNER BARS AS SHOWN, SAME SIZE AS CONT REINF TYP30" LAP0" TYP TYP 30" LAP CONT BOND BEAM REINF 0" TYP SEE PLAN FFE MINIMUM SEISMIC REINFORCING AT ALL MASONRY WALLS NOTES: 1.ALL MASONRY WALLS SHALL BE VERTICALLY REINFORCED CONTINUOUSLY FROM SUPPORT TO SUPPORT: A)AT EACH CORNER B)AT EACH SIDE OF EACH OPENING C)AT WALL ENDS WALLS SHALL BE REINFORCED WITH #5 BARS AT THESE LOCATIONS UNLESS OTHERWISE NOTED IN OTHER SECTIONS 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 2'-0" PAST THE FACE OF OPENING OR STEEL LINTEL BEARING. B)CONTINUOUSLY AT STRUCTURALLY CONNECTED ROOF AND FLOOR LEVELS AND AT THE TOP OF ALL WALLS. 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 REINFORCING NOTED AT WALL OPENINGS, CORNERS AND ENDS SHALL BE IN ADDTION TO REINFORCING NOTED IN OTHER DETAILS. 5.PROVIDE CONTINUOUS HORIZONTAL JOINT REINFORCEMENT AT 16"OC, MAX VERTICAL SPACING. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. 6.SEE PLANS AND DETAILS FOR WALL REINFORCING. 7.WALL CONTROL JOINTS IN CMU AND BRICK VENEER TO BE LOCATED PER ARCHITECTURAL DRAWINGS AND AT 30'-0" OC MAX. DWL ALL BARS TO FTG/GRADE BEAM OR THICKENED SLAB CONT BOND BEAM AT T/WALL, ALL ROOF/FLOOR LEVELS, AND AS INDICATED WALL CONTROL JOINT WALL REINF, SEE NOTE 6 SEE NOTE 1-A OPNG OPNG OPNG T/WALL 1C S2.0.1 S2.0.1 3C 1B S2.0.1 2C S2.0.1 S2.0.1 4C1" TYPBOND BEAM REINF AT T/WALL, ROOF, AND FLOOR LEVELS TO BE CONT THROUGH CONTROL JOINTS MECH OPNG 1/4"x2" RIGID STEEL ANCHORS AT 4'-0" OC OR INTERLOCKING COURSES 2"32" 2" GROUT WALL SOLID BELOW GRADE SEE PLAN T/FTG MASONRY VENEER LOOSE LINTEL SCHEDULE MAX CLEAR SPAN LINTEL ANGLE 0' - 5' -0"L4x4x3/8 5' -1" - 8' -0"L6x4x3/8 (LLV) NOTES: 1. USE THIS SCHEDULE AT OPENINGS IN MASONRY VENEER WHERE LINTELS ARE NOT INDICATED ON PLANS OR DETAILS. 2. BEAR LINTEL ANGLES 8" MINIMUM ON MASONRY EACH END. 3. ALL EXTERIOR LINTELS TO BE HOT-DIPPED GALVANIZED. 4. SEE ARCHITECTURAL DRAWINGS FOR OPENING LOCATIONS AND DIMENSIONS. MASONRY WALL REINF, SEE OTHER DETAILS 1/4" CLOSURE PL LOOSE LINTEL, SEE SCHD, BEAR 8" ON MASONRY EA END 8' -1" - 10' -0" 10' -1" - 13' -4" L7x4x3/8 (LLV) L8x4x1/2 (LLV) SEE ARCH 1/2" MAX SEE ARCHROUGH OPNG3/16 2-12 BOND BEAM LINTEL MP1 (2) #7 TO T/WALL, DWL TO FTG, GROUT SOLID 1' - 4"EQEQ2'-6" MIN LAP 48 BAR Ø MIN 2'-0" LAP BOND BEAM REINF Z-BAR TO MATCH BOND BEAM REINF 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/06/2017 10/6/2017 3:53:17 PM C:\Users\carl.schuett\Documents\513.7505.00_CU_WrestlingExpansion_S-16_carl.schuett.rvt513.7505.00 10/06/2017 S2.0.1 MASONRY DETAILS Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman David Blankfard, PE, SE 3/4" = 1'-0"S2.0.1 1C MASONRY LINTEL SECTION 3/4" = 1'-0"S2.0.1 2C STEEL INTEL SECTION 3/4" = 1'-0"S2.0.1 3C MASONRY LINTEL ELEVATION 3/4" = 1'-0"S2.0.1 4C STEEL LINTEL ELEVATION 3/4" = 1'-0"S2.0.1 1A TYPICAL LINTEL NOT TO SCALES2.0.1 1B CMU CONTROL JOINT NOT TO SCALES2.0.1 6C TYPICAL CMU WALL REINFORCING NOT TO SCALES2.0.1 6D TYPICAL BOND BEAM CORNERS AND INTERSECTIONS NOT TO SCALES2.0.1 1D TYPICAL CMU WALL REINFORCING DIAGRAM NOT TO SCALES2.0.1 5A MASONRY VENEER LOOSE LINTEL SCHEDULE 3/4" = 1'-0"S2.0.1 2B MASONRY PILASTER DETAIL 3/4" = 1'-0"S2.0.1 6B TYPICAL STEP IN CMU BOND BEAM NO. REASON DATE LEVEL 1 0" 1' - 3" 3' - 6" SEE PLAN T/FTG GROUT SOLID BELOW GRADE SOG, SEE PLAN 1/2" PJF MATERIAL 12" CMU w/ #5 AT 32" OC MOW DWLS w/ STD 90° HK TO MATCH VERT REINF SIZE AND SPACING 1' - 4"FINISH GRADE, SEE CIVIL 8" CMU BELOW GRADE, GROUT SOLID BRICK VENEER w/ TIES, SEE ARCH 4" CMU w/ TIES (5) #5 CONT #5 x3'-0" LG AT 32" OC FOM, SEE PLAN MIN LAP48 xBAR ØCOMPACTED AGGREGATE PIERS ENGINEERED BY FDN CONTRACTOR AS REQD TO PROVIDE AN ALLOWABLE UNIFORM BRG CAPACITY OF 5500 PSF AT BOTTOF FTG CONN BY SUPPLIER CAST STONE, SEE ARCH NOTES: 1.AT SIMILAR, NO EXTERIOR BIRCK VENEER. SEE PLAN FFE 5/8"Ø x 1'-6" SMOOTH DWL AT 16" OC MAX; COAT ONE END w/ GREASE TO PREVENT BOND; CTR IN SLAB REINF, SEE PLAN PREVENT BOND VAPOR BARRIER PLANSEENOTES: 1. DO NOT RUN WWF THROUGH CONSTRUCTION JOINT. SLAB REINF SUPPORTS CLR1 1/2"SOG, SEE PLAN TSEE PLAN FFE SAW CUT CJ 1/8" WIDE MAX REINF, SEE PLANVAPOR BARRIER PLANSEENOTES: 1. CUT EVERY OTHER WIRE WHERE CONTRACTION JOINTS ARE TO BE CUT. 2. SAW CUT SLAB WITHIN 8 HOURS OF CONCRETE POUR. SLAB REINF SUPPORTS CLR1 1/2"T/4SOG, SEE PLAN TOR LESS 1' - 0" EXIST CONC SLAB EXIST VAPOR BARRIER PREPARE EXIST CONC AND APPLY BONDING AGENT, EUCOWELD BY EUCLID CHEMICAL, THEN POUR NEW CONC SLAB TO MATCH THICKNESS OF EXIST (4" MIN) NEW 15 MIL VAPOR BARRIER, LAP w/ EXIST EXIST VAPOR BARRIER NEW 15 MIL VAPOR BARRIER, LAP w/ EXIST POUR NEW CONC SLAB TO MATCH THICKNESS OF EXIST (4" MIN), REINF w/ WWF 6x6 W2.9xW2.9 5/8"Ø x1'-6" SMOOTH DWL AT 16" OC, DRILL AND SET IN ADH w/ HILTI HIT-HY 200, 4" EMBED, STAGGER AROUND PERIMETER PREVENT BOND 5/8"Ø x1'-6" LG SMOOTH DWL AT 16" OC MAX, DRILL INTO EXIST SLAB w/ HILTI HIT-HY 200 AND SET IN ADH, 6" EMBED; COAT END IN NEW SLAB w/ GREASE TO PREVENT BOND, CTR IN SLAB OVER 8'-0" EXIST DRAINAGE FILL EXIST CONC SLAB EXIST DRAINAGE FILL EXIST VAPOR BARRIER NEW 15 MIL VAPOR BARRIER, LAP w/ EXIST EXIST DRAINAGE FILL EXIST CONC SLAB POUR NEW CONC SLAB TO MATCH THICKNESS OF EXIST (4" MIN), REINF w/ WWF 6x6 W2.9xW2.9 NOTES: 1. PROVIDE A CONTRACTION JOINT AT ANY EXISTING CONTRACTION JOINT IN THE ADJACENT SLAB AND AT 15'-0" OC MAX IN ANY DIRECTION 3"PROVIDE CONT 2x4 KEY FULL WIDTH OF FTG, CTR ON FTG DEPTH (2x6 KEY FOR FTG DEPTH >14") SEE PLAN T/FTG (2) #5 x4'-0" MID-DEPTH OF SLAB CTRD ON CORNER NOTES: 1. WHERE SLAB CONTRACTION JOINT INTERSECTS RE-ENTRANT CORNER ADDED SLAB REINFORCING IS NOT REQUIRED. SEE PLAN FOR JOINT LOCATIONS. EOS, SEE PLAN LEVEL 1 0" SOG, SEE PLAN T/EXIST FTG DEMO EXIST CMU WALL (1) COURSE BELOW FFE (8" MIN) EXIST SOG SMOOTH DWL, SEE /5E S3.0.1 NEW TURNED DOWN SLAB EXIST FDN WALL EXIST FDN LEVEL 1 0" SEE PLAN T/FTG SOG, SEE PLAN (5) #5 CONT #5 x3'-0" LG AT 32" OC EXT SLAB, SEE CIVIL 5/8"Ø x1'-6" SMOOTH GREASED DWL AT 16" OC AT DOOR CTRD IN SLAB STOREFRONT OR DOOR, SEE ARCH 1/2" PJF MATERIAL #5 x4'-0" w/ 180° HK AT 16" OC (2) #5 CONT 3' - 6"1' - 4"1' - 3"COMPACTED AGGREGATE PIERS ENGINEERED BY FDN CONTRACTOR AS REQD TO PROVIDE AN ALLOWABLE UNIFORM BRG CAPACITY OF 5500 PSF AT BOTT OF FTG8"12" CMU w/ #5 AT 32" OC MOW LEVEL 1 0" SEE PLAN T/FTG GROUT SOLID BELOW GRADE SOG, SEE PLAN 1/2" PJF MATERIAL 12" CMU w/ #5 AT 32" OC MOW DWLS w/ STD 90° HK TO MATCH VERT REINF SIZE AND SPACING FINISH GRADE, SEE CIVIL 8" CMU BELOW GRADE, GROUT SOLID BRICK VENEER w/ TIES, SEE ARCH (5) #5 CONT #5 x3'-0" LG AT 32" OC NOTES: 1. SEE FOR DETAILS NOT NOTED HERE./1E S3.0.1 1' - 4"1' - 3" 3' - 6" 8" DEEP BOND BEAM w/ (2) #5 CONT; SEE FOR ADDL DETAILS/1D S2.0.1 WINDOW, SEE ARCH MIN LAP48 xBAR ØCOMPACTED AGGREGATE PIERS ENGINEERED BY FDN CONTRACTOR AS REQD TO PROVIDE AN ALLOWABLE UNIFORM BRG CAPACITY OF 5500 PSF AT BOTT OF FTG 4" CMU w/ TIES CAST STONE, SEE ARCH CONN BY SUPPLIER CONN BY SUPPLIER SEE ARCH T/WALL LEVEL 1 0" SEE PLAN T/FTG GROUT SOLID BELOW GRADE SOG, SEE PLAN 1/2" PJF MATERIAL FINISH GRADE, SEE CIVIL BASE PL, SEE BRICK VENEER w/ TIES, SEE ARCH (5) #5 CONT (5) #5 x3'-0" LG AT 12" OC CTRD UNDER COL 1' - 4"3' - 6" COL, SEE PLAN 8" CMU BELOW GRADE, GROUT SOLID ENCASE BASE PL AND ANCHOR RODS w/ CONC (3" MIN COVER) CMU FDN WALL, CUT BLOCK AS REQD AND ENCASE COL, GROUT SOLID CL COMPACTED AGGREGATE PIERS ENGINEERED BY FDN CONTRACTOR AS REQD TO PROVIDE AN ALLOWABLE UNIFORM BRG CAPACITY OF 5500 PSF AT BOTT OF FTG 4" CMU w/ TIES 8" /3A S3.0.1 1' - 0"1' - 2"C11"CC 9"C 6"6"7"7"5/16 TYPE 1 PROJECTION EMBEDMENT NON-SHRINK GROUT THICKNESS TOP OF FDN, PIER, OR WALL ANCHOR RODS w/ LEVELING NUTS 3/16TACK WELD 3/16" x 3" x 3" PL WASHER NOTES: 1. SEE GENERAL NOTES FOR ANCHOR ROD MATERIAL. PL WASHER T&B, SEE SCHD ANCHOR ROD SCHEDULE BOLT SIZE 3/4"Ø DIMENSION "C" SQUARE PL WASHER SIZE GROUT THICKNESS 1 1/2" 1/4" x 2" 2" EMBEDMENT 9" PROJECTION 6" 3/16 LAP 48 BAR Ø TYP NOTE: 1. GENERAL CONTRACTOR TO COORDINATE / VERIFY THE LOCATION OF FOOTING 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 BARS STEP2 x STEP MIN 1' - 6"STEP/2 LEVEL 1 0" EXIST 5" SOG 8" CMU w/ #5V AT 48" OC MOW, SEE FOR ADDL DETAILS /1D S2.0.1 MIN LAP48 xBARØDWL TO MATCH VERT REINF SIZE AND SPACING; DRILL AND SET IN ADH w/ HILTI HIT-HY 200, 3" EMBED 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/06/2017 10/6/2017 3:53:26 PM C:\Users\carl.schuett\Documents\513.7505.00_CU_WrestlingExpansion_S-16_carl.schuett.rvt513.7505.00 10/06/2017 S3.0.1 FOUNDATION DETAILS Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman David Blankfard, PE, SE 3/4" = 1'-0"S3.0.1 1E SECTION 3/4" = 1'-0"S3.0.1 3E SLAB ON GRADE CONSTRUCTION JOINT DETAIL 3/4" = 1'-0"S3.0.1 3F SLAB ON GRADE CONTRACTION JOINT DETAIL NOT TO SCALES3.0.1 5E SLAB ON GRADE REPAIR DETAILS 3/4" = 1'-0"S3.0.1 5F CONTINUOUS FOOTING CONSTRUCTION JOINT DETAIL NOT TO SCALES3.0.1 3C SLAB RE-ENTRANT CORNER REINFORCING 3/4" = 1'-0"S3.0.1 5C SECTION 3/4" = 1'-0"S3.0.1 6C SECTION 3/4" = 1'-0"S3.0.1 1C SECTION 3/4" = 1'-0"S3.0.1 1A SECTION NOT TO SCALES3.0.1 3A BASE PLATE AND ANCHOR BOLT SCHEDULE 3/4" = 1'-0"S3.0.1 4A TYPICAL FOOTING STEP DETAIL 3/4" = 1'-0"S3.0.1 6A TYPICAL INTERIOR MASONRY WALL DETAIL NO. REASON DATE SEE ARCH T/WALL SEE PLAN JOIST BRG 12" CMU w/ #5 AT 32" OC MOW 8" DEEP BOND BEAM w/ (2) #5 CONT 8" DEEP BOND BEAM w/ (2) #5 CONT BRICK VENEER w/ TIES, SEE ARCH CAST STONE CAP, SEE ARCH ROOF DECK, SEE PLAN JOIST, SEE PLAN 1/8 3 1/8 3TYP AT EA JOIST, UNO PL 3/8"x6"x1'-0" w/ (2) 1/2"Ø x 4" LG HD STUDS AT EA JOIST CONN BY SUPPLIER NOTES: 1.SEE FOR ADDITIONAL CMU WALL REINFORCING DETAILS./1D S2.0.1 ROOFING, SEE ARCH 3/16 JOIST POCKET CONT L3 1/2x3 1/2x1/4 (GALV) w/ 3/4"Ø HILTI KB-3 EXP ANCHORS AT 16" OC (EMBED = 4 3/4") SEE ARCH T/WALL VARIES T/JOIST 12" CMU w/ #5 AT 32" OC MOW 8" DEEP BOND BEAM w/ (2) #5 CONT 8" DEEP BOND BEAM w/ (2) #5 CONT AT ROOF LINE BRICK VENEER w/ TIES, SEE ARCH CAST STONE CAP, SEE ARCH WINDOW, SEE ARCH CONN BY SUPPLIER ROOF DECK, SEE PLANCONT L3 1/2x3 1/2x1/4 (GALV) w/ 3/4"Ø HILTI KB-3 EXP ANCHORS AT 16" OC (EMBED = 4 3/4") JOIST BRIDGING PER SJI GALV BEAM, SEE PLAN JOIST, SEE PLAN 8" DEEP BOND BEAM w/ (2) #5 CONT ABOVE STEEL LINTEL PL 3/8"x1'-7 x CONT (GALV), SEE FOR DETAILS NOT NOTED ROOFING, SEE ARCH MIN LAP48 x BAR ØL3x3x1/4 w/ 3/4"Ø HILTI KB-3 EXP ANCHORS AT 8" OC INTO GROUTED CELLS AT BRIDGING LINE (EMBED = 4 3/4") #5 x3'-0" DBA AT 32" OC CONN BY SUPPLIER NOTES: 1.SEE FOR ADDITIONAL CMU WALL REINFORCING DETAILS. 2.SEE FOR BOND BEAM STEP DETAIL. /1D S2.0.1 /6B S2.0.1 /1A S2.0.1 3/16 TYP 3/16 2 3/16 2 TYP L6x6x5/16 x0'-6", TYP L5x3x1/4 (LLV) 4 SIDES OF OPNG, SECURE ROOF DECK TO ANGLE w/ 5/8" PUDDLE WELDS AT 6" OC MAX DECK CANTILEVER = 6" VERIFY ROOF OPNG DIM w/ ARCH AND MEP DWGSVERIFY ROOF OPNG DIMSw/ ARCH AND MEP DWGSNOTES: 1. FRAME ALL ROOF OPENINGS GREATER THAN 12". 2. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ROOF OPENING LOCATIONS. PROVIDE JOIST WEB REINF AT OPNG FRAME BRG LOCATIONS ON JOIST, SEE CL ROOF JOIST OR BEAM, SEE PLAN DECK SPANSIDE LAP CONNECTORS PER JOIST SPACING COVERAGE ATTACHMENT AT 6" OC ALONG EDGE OF DIAPHRAGM ATTACHMENT PATTERN AT SUPPORTSEDGE SUPPORTSUPPORT SUPPORT SUPPORT EDGE SUPPORT ATTACHMENT PATTERN DECKING ATTACHMENT DECK TYPE.........B DECK GAGE......20 GA DECK FINISH.......GALVANIZED PROVIDE 36/4 ATTACHMENT PATTERN AT ALL SUPPORTS AND AT ENDS WITH 5/8"Ø PUDDLE WELDS PROVIDE (4) SIDELAP CONNECTORS (AT 12" OC) PER DECK SPAN BETWEEN SUPPORTS WITH #10 TEK SCREWS PROVIDE 5/8"Ø PUDDLE WELDS AT 6" OC AT EDGE SUPPORTS NOTE: CONTRACTOR OPTION TO USE HILTI MECHANICAL FASTENERS. WHERE WELDS ARE INDICATED, CONTRACTOR MUST PROVIDE SUBMITTAL SHOWING EQUIVALENT CAPACITY. USE HILTI MECHANICAL DECK FASTENER X-HSN24 WHERE THE STEEL BASE MATERIAL THICKNESS IS 1/8"<tf<3/8" OR X-ENP-19 L15 WHERE THE STEEL BASE MATERIAL THICKNESS IS tf>1/4". THE ACTUAL BASE MATERIAL THICKNESS SHALL BE VERIFIED ON-SITE PRIOR TO INSTALLING THE FASTENERS. 36/4 1 1/2"36'' COVERAGE Ip = 0.201 IN /FT In =0.222 IN /FT Sp =0.234 IN³/FT Fy =33 KSI 4 4 NEW MECH UNIT, SEE MECH DWGS NEW ROOF CURB, COORD w/ MECH SUPPLIER JOIST, SEE PLAN ROOF DECK, SEE PLAN L5x3x1/4 (LLV) UNDER ROOF CURB, COORD EXACT LOCATION w/ MECH DWGS 3/16 4 3/16 TYP SECURE MECH UNIT TO ROOF CURB PER MFR SPECIFICATIONS 1/2"Ø A307 GR A THRU BOLTS AT EA CORNER AND 2'-0" OC MAX (3 BOLTS EA SIDE MIN) PROVIDE WOOD BLOCKING IN DECK FLUTE AT BOLT FOR CURB BRG NOTES: 1. ALL CONNECTIONS OF MECHANICAL EQUIPMENT TO ROOF CURB, RAILS, OR STANDS TO BE DESIGNED BY THE EQUIPMENT SUPPLIER. 2. WHERE CURB IS PARALLEL TO DECK, PROVIDE WOOD BLOCKING IN DECK FLUTE AT BOLT FOR CURB BEARING. 3. PROVIDE L5x3x1/4 (LLV) FRAME AROUND OPENING IN ROOF DECK FOR DUCT PENETRATION SIM TO . ATTACH ROOF DECK TO ANGLE w/ 5/8" PUDDLE WELDS AT 6" OC. MAXIMUM DECK CANTILEVER = 6" 4. THE MECHANICAL UNIT WEIGHT SHOWN ON THE ROOF FRAMING PLAN INCLUDES THE WEIGHT OF THE UNIT PLUS ROOF CURB. GC TO VERIFY THAT THE INSTALLED WEIGHT OF THE NEW MECHANICAL UNIT AND ROOF CURB DOES NOT EXCEED THE WEIGHT SHOWN ON THE DRAWINGS. L6x6x5/16 x0'-6" /6E S3.1.1 MATCH EXIST T/BRICK RELIEF SEE PLAN JBE ROOF DECK, SEE PLAN ROOFING, SEE ARCH JOIST, SEE PLAN EXIST BRICK VENEER CONT L6x6x3/8 (GALV) w/ 3/4"Ø THREADED RODS AT 16" OC, DRILL AND ADH IN GROUT FILLED CELL w/ HILTI HIT-HY 70 (EMBED = 6 3/4")2"EXIST CMU WALL L6x6x3/8 x 1'-0" LG w/ (2) 5/8"Ø THREADED RODS, DRILL AND ADH IN GROUT FILLED CELL w/ HILTI HIT- HY 70 (EMBED = 5 5/8") CONT 3 1/2x3 1/2x1/4 (GALV) w/ HILTI KB-3 EXP ANCHORS AT 16" OC (EMBED = 4 3/4") GROUT SOLID BELOW BRG PL, SEE 1/8 3 1/8 3 /1E S3.1.2 JOIST POCKET T/STEEL 16' - 3" 1/4" CAP PL BRICK VENEER w/ TIES, SEE ARCH GALV STEEL, SEE PLAN COL, SEE PLAN 5" L5x3x1/4 x0'-6" C8, SEE PLAN L5x3x1/4, FIELD WELD ALL AROUND TO JOIST T&B CHORDS JOIST, SEE PLAN 5" JOIST, SEE PLAN 3/16 ROOF DECK, SEE PLAN ROOFING, SEE ARCH 3/16 4 3/16 4 3/16 4 3/16 4 1/4" CONN PL, TYP L3 1/2x3 1/2x1/4 3/16 2 3/16 2 TYP SEE PLAN T/STEEL CMU NOT SHOWN FOR CLARITY SEE ARCH T/WALL SEE PLAN JOIST BRG 12" CMU w/ #5 AT 32" OC MOW 8" DEEP BOND BEAM w/ (2) #5 CONT BRICK VENEER w/ TIES, SEE ARCH CAST STONE CAP, SEE ARCH WINDOW, SEE ARCH CONN BY SUPPLIER ROOF DECK, SEE PLAN CONT L3 1/2x3 1/2x1/4 (GALV) w/ 3/4"Ø HILTI KB-3 EXP ANCHORS AT 16" OC (EMBED = 4 3/4") JOIST, SEE PLAN BOND BEAM w/ (2) #5 CONT ROOFING, SEE ARCH LOOSE LINTEL, SEE SCHD NOTES: 1.SEE FOR ADDITIONAL CMU WALL REINFORCING DETAILS. 2.NO WINDOW AT SIM SECTION. /1D S2.0.1 CONN BY SUPPLIER SEE FOR ATTACHMENT/3E S3.1.1 BRIDGING PER SJI EXIST CMU WALL MATCH EXIST T/BRICK RELIEF ROOF DECK, SEE PLAN ROOFING, SEE ARCH EXIST BRICK VENEER CONT L6x6x3/8 (GALV) w/ 3/4"Ø THREADED RODS AT 16" OC, DRILL AND ADH IN GROUT FILLED CELL w/ HILTI HIT-HY 70 (EMBED = 6 3/4")2"CONT L3 1/2x3 1/2x1/4 (GALV) w/ 3/4"Ø HILTI KB-3 EXP ANCHORS AT 16" OC (EMBED = 4 3/4") SEE PLAN VARIES 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/06/2017 10/6/2017 3:53:34 PM C:\Users\carl.schuett\Documents\513.7505.00_CU_WrestlingExpansion_S-16_carl.schuett.rvt513.7505.00 10/06/2017 S3.1.1 FRAMING DETAILS Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman David Blankfard, PE, SE 3/4" = 1'-0"S3.1.1 1E SECTION 3/4" = 1'-0"S3.1.1 3E SECTION NOT TO SCALES3.1.1 6E ROOF OPENING PLAN DETAIL NOT TO SCALES3.1.1 1C PLAN VIEW OF DECK ATTACHMENT NOT TO SCALES3.1.1 3C ROOF DECK ATTACHMENT SCHEDULE NOT TO SCALES3.1.1 4E SECTION AT ROOFTOP MECHANICAL UNIT 3/4" = 1'-0"S3.1.1 6C SECTION 3/4" = 1'-0"S3.1.1 1A SECTION 3/4" = 1'-0"S3.1.1 4A SECTION 3/4" = 1'-0"S3.1.1 4C SECTION NO. REASON DATE NOTES: 1. EXISTING BRICK VENEER NOT SHOWN FOR CLARITY. LINTEL, SEE PLAN AND SCHD GROUT CMU SOLID UNDER BRG PL 16" WIDE x 24" DEEP w/ 3000 PSI PEA GRAVEL CONC OR GROUT EA END EXIST CMU WALL 1/2"Ø x5" HD STUD AT 24" OC (2 MIN), SHOP WELDED BRG PL 3/8x8x0'-8" w/ (2)1/2"Ø x5" LG HD STUDS EA END 3/16 3/16 8" MIN BRG MAX 1/2" 1/4" END PL EA END GROUNT SOLID AROUND LINTEL 2' - 0"MATCH EXIST, VIF JBE, SEE PLAN ROOF DECK, SEE PLAN ROOFING, SEE ARCH 1/8 3 1/8 3 TYP EXIST ROOF DECK DEMO EXIST PARAPET TO JBE LAP NEW ROOF DECK w/ EXIST ROOF DECK AND PROVIDE SIDE LAP FASTENERS PER /3C S3.1.1 JOIST, SEE PLAN EXIST JOIST EXIST BOND BEAM, VIF EXIST CMU WALL DESIGN JOIST SEAT FOR ROLLOVER FORCE = XXk DEMO EXIST VENEER BRG PL 3/8x6x1'-0" w/ (2) 5/8"Ø THREADE RODS, DRILL AND ADH w/ HILTI HIT-HY-70 (EMBED = 5 5/8")1' - 0"3"3"TYP1 1/2"BRG PL EXIST BEAM L3x3x1/4 x 1'-0" AT EA BEAM (TIGHT TO WALL) NON LOAD-BEARING CMU WALL NOTE: BUILD CMU WALL WITH 1" CLEAR AROUND WALL PERPENDICULAR TO BEAM PARTITIONS TO UNDERSIDE OF DECK L4x4x1/4 AT 6'-0" OC L3x3x1/4 x 1'-0" (TIGHT TO WALL) WALL PARALLEL TO JOIST EXIST FLOOR SLAB L6x4x5/16 x 1'-0"(LLV) AT EA BEAM (TIGHT TO WALL) WALL PERPENDICULAR TO JOIST EXIST FLOOR SLAB PARTITIONS STOPPING BELOW BEAM 3/16 2 3/16 2 TYP 3/16 2 3/16 2 TYP 1/8 2 TYP EXIST FLOOR SLAB NON LOAD-BEARING CMU WALL1" MINEXIST BEAM NON LOAD-BEARING CMU WALL 3/16 2 3/16 2 TYP L4x4x1/4 AT 6'-0" OC WALL PARALLEL TO JOIST 3/16 2 3/16 2 TYP 3/16 2 TYP EXIST FLOOR SLAB L6x4x5/16 x 1'-0"(LLV) AT EA L4x4 (TIGHT TO WALL) NON LOAD-BEARING CMU WALL3" MAX3" MAX1" MINSEE PLAN JBE ROOFING, SEE ARCH ROOF DECK, SEE PLAN JOIST, SEE PLAN BOND BEAM LINTEL, SEE PLAN AND SCHD LOOSE LINTEL, SEE SCHD BRICK VENEER w/ TIES, SEE ARCH JOIST, SEE PLAN 8" DEEP BOND BEAM w/ (2) #5 CONT BRG PL, SEE /3E S3.1.2 1/8 3 1/8 3 TYP 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/06/2017 10/6/2017 3:53:36 PM C:\Users\carl.schuett\Documents\513.7505.00_CU_WrestlingExpansion_S-16_carl.schuett.rvt513.7505.00 10/06/2017 S3.1.2 FRAMING DETAILS Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman David Blankfard, PE, SE 3/4" = 1'-0"S3.1.2 1E SECTION 3/4" = 1'-0"S3.1.2 3E SECTION NOT TO SCALES3.1.2 1B TYPICAL NON LOAD-BEARING CMU WALL BRACING 3/4" = 1'-0"S3.1.2 4E SECTION NO. REASON DATE VENT THROUGH ROOF - DIAGRAMMATIC (VTR) SHOCK ARRESTOR (SA)'A' WATER VALVE BOXWVB DOMESTIC COLD WATER DOMESTIC HOT WATER (110°F) DOMESTIC HOT WATER RECIRCULATING (110°F) GALLONS PER MINUTEGPM AIR GAP FITTING UNION WALL HYDRANT (WH) HOSE BIBB (HB) VENT PIPING PIPE TURNING DOWN PIPE TURNING UP NATURAL GASG AMERICANS WITH DISABILITY ACT SUMP PUMP DISCHARGE MIXING VALVE ADA SPD MV ACCESS PANEL ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AP AFF AFG RECIRCULATION PUMP GAS WATER HEATER RP GWH-1 WASTE STACK VENT SHOCK ABSORBER AND SIZE WSV SA 'A' WALL CLEANOUTWCO CLEANOUT PLUGCOP AUTOMATIC AIR VENT VALVES AND ACCESSORIES AUTOMATIC FLOW CONTROL VALVE BACKFLOW PREVENTER (BFP) BALL VALVE BUTTERFLY VALVE CAPPED PIPE CHECK VALVE CONCENTRIC REDUCER DIRECTION OF FLOW ECCENTRIC REDUCER FLANGED CONNECTION FLEXIBLE CONNECTION FLOW METER GATE VALVE MANUAL AIR VENT METERED BALANCING VALVE W/PRESSURE TAPS GAS COCK PIPE SLEEVE PRESSURE REDUCING VALVE PRESSURE RELIEF VALVE PRESSURE GAUGE WITH GAUGE COCK SQUARE HEAD COCK STRAINER STRAINER W/BLOW DOWN VALVE THERMOMETER VACUUM BREAKER ABBREVIATIONSGENERAL LEGEND ACCESS DOORAD ARCHITECTURALARCH DIAMETERDIA DRAWINGDWG GAUGEGA MISCELLANEOUSMISC TYPICALTYP UNLESS OTHERWISE NOTEDUON GALVANIZEDGALV SANITARY SEWER FLOOR DRAIN WITH DEEP SEAL P-TRAPFD CLEANOUT, YARD TYPEYCO CLEANOUT, FLOOR TYPEFCO CLEANOUTCO BRANCH SIDE CONNECTION BRANCH TOP CONNECTION BRANCH BOTTOM CONNECTION FINISHED FLOORFF HOSE BIBBHB FLOOR SINKFS VENT THRU ROOFVTR INVERT ELEVATIONI.E. SOLENOID VALVE. LIMIT OF DEMOLITION WORK CONNECT TO EXISTING FLOOR DRAIN WITH TRAP PRIMERFD TP VENT STACKVS WASTE STACKWS GREASE DRAINAGE ACID WASTEAS GS SS GLOBE VALVE DOMESTIC HOT WATER (140°F) DOMESTIC HOT WATER RECIRCULATING (140°F)HWR 110° 110° DRAINAGE FIXTURE UNITSDFU COLD WATER SUPPLY FIXTURE UNITSCWSFU HOT WATER SUPPLY FIXTURE UNITSHWSFU FLOOR DRAINFD GENERAL NOTES 1.OPENINGS THRU WALLS, FLOORS AND ROOFS SHALL BE FLASHED AND SEALED WATER TIGHT. PENETRATIONS THROUGH SMOKE OR FIRE-RATED WALLS AND/OR PARTITIONS SHALL BE SEALED TO MAINTAIN RATING PER ASTM E-814 AND BUILDING CODE REQUIREMENTS. 2.INTERRUPTIONS OF SERVICES SHALL BE COORDINATED WITH THE OWNER AT LEAST 48 HOURS IN ADVANCE OF THE WORK BEING PERFORMED. DISRUPTION TIME SHALL BE KEPT TO A MINIMUM. 3.UNLESS OTHERWISE INDICATED, ALL PIPING SHALL BE RUN IN CONCEALED SPACES IN WALLS, IN CHASES OR BETWEEN CEILINGS AND INSULATION ABOVE. PIPES SHALL BE RUN AT RIGHT ANGLES OR PARALLEL LINES WITH BUILDING WALLS AND ROUTED WITH STRUCTURAL MEMBERS IN EXPOSED AREAS. PLUMBING SHALL COORDINATE WITH MECHANICAL DUCTWORK IN ALL CHASES. SUPPORT ALL INTERIOR PIPING FROM BUILDING STRUCTURE BY MEANS OF PIPE STANDS, HANGERS OR INSERTS TO MAINTAIN REQUIRED GRADING AND PITCHING OF LINES, TO PREVENT VIBRATION AND TO SECURE PIPING IN PLACE. SOIL WASTE AND VENT STACKS SHALL BE SUPPORTED AT THE BASE BY MEANS OF PIERS OR HEAVY-DUTY RISER CLAMPS CLOSE TO THE BOTTOM OF RISERS AND SECURED AT EACH FLOOR BY MEANS OF HEAVY-DUTY IRON RISER CLAMPS. PROTECT COPPER PIPING AGAINST CONTACT WITH MASONRY OR DISSIMILAR METALS. COPPER PIPING HANGERS, SUPPORTS, ANCHORS AND CLIPS SHALL BE COPPER OR COPPER PLATED. PROVIDE CLEANOUTS AT THE BASE OF EACH WASTE OR INTERIOR STORM DRAINAGE STACK. WCO AND COP AT BASE OF STACKS SHALL BE 12" TO 15" AFF. FLAT WALL CLEANOUT COVERS SHALL BE FLUSH WITH FINISHED WALL SURFACE. DEEP COVERS ARE NOT ACCEPTABLE. EXPOSED PIPING SHALL BE LABELED WITH SERVICE AND DIRECTION OF FLOW EVERY 20 FEET, AND IN EACH ROOM. ALL VALVES SHALL BE TAGGED. EXPOSED PIPING CONNECTIONS IN OCCUPIED SPACES SHALL BE CHROME PLATED. 4.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ITEMS TO BE FURNISHED FIT THE SPACE AVAILABLE. CONTRACTOR TO VERIFY LOCATIONS OF ALL EXISTING SERVICES AND CONNECTION POINTS. CONTRACTOR SHALL FIELD CONFIRM ALL PIPE SIZES AND LOCATIONS, AND ALL DIMENSIONS AND ELEVATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND PAYING ALL FEES FOR UTILITY LOCATOR SERVICE TO LOCATE PUBLIC AND PRIVATE UTILITIES AND UNDERGROUND STRUCTURES BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES INCURRED AS A RESULT OF THIS WORK. ALL DISCOVERIES SHALL BE ACCURATELY SHOWN ON THE RECORD DRAWINGS. 5.THE DRAWINGS ARE INTENDED TO COVER THE COMPLETE PLUMBING SYSTEMS. HOWEVER, THE DRAWINGS MAY NOT SHOW COMPLETE OR ACCURATE DETAILS OF THE BUILDING OR SYSTEMS IN EVERY RESPECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM FIELD CONDITIONS AND OBTAIN ANY ADDITIONAL INFORMATION AS REQUIRED. DO NOT SCALE FROM CONTRACT DRAWINGS. 6.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION SELECTED BY THE CONTRACTOR OR OF THE SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL TO THE WORK OF THE CONTRACTOR TO PERFORM THE CONSTRUCTION WORK IN ACCORDANCE WITH OSHA, APPLICABLE CODES, THE DRAWINGS AND SPECIFICATIONS. 7.PROVIDE DIELECTRIC UNIONS AS REQUIRED. 8.SANITARY TIE-INS SHALL BE MADE WITH SANITARY TEES IN THE VERTICAL AND WYES IN THE HORIZONTAL. TIE BRANCH CONNECTIONS TO SEWER MAINS IN UPPER HALF OF MAIN. UNLESS NOTED OTHERWISE ON THE DRAWINGS. SANITARY PIPE CONNECTIONS SHALL NOT BE REDUCED IN SIZE WITHOUT PRIOR APPROVAL OF THE A/E. IF EXISTING IS FOUND TO BE OF DISSIMILAR METALS, PROVIDE DIELECTRIC UNIONS OR OTHER NON-CONDUCTIVE MEANS TO PREVENT ELECTROLYSIS. 9.CONTRACTOR SHALL INSTALL FIXTURES, EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS, AND APPLICABLE CODES. INSTALL ADA FIXTURES AT THE HEIGHTS PRESCRIBED BY THE CODE HAVING JURISDICTION. MAKE PROPER PIPING CONNECTIONS TO FIXTURES AND EQUIPMENT EVEN THOUGH BRANCH MAINS, ELBOWS AND CONNECTIONS ARE NOT SHOWN. COORDINATE WITH ARCHITECTURAL DRAWINGS BEFORE ROUGHING-IN PLUMBING FIXTURES. PROVIDE STOPS ON ALL PLUMBING FIXTURE WATER SUPPLIES. SENSOR OPERATED FLUSH VALVES SHALL BE MOUNTED AT A HEIGHT WHEREAS RAISED WATER CLOSET SEATS SHALL NOT INTERFERE WITH FLUSH VALVE OPERATION. 10. PROVIDE 4" HIGH (MIN.) CONCRETE HOUSEKEEPING PADS FOR ALL FLOOR MOUNTED EQUIPMENT, PAD SHALL BE A MINIMUM OF 6" LARGER IN ALL DIRECTIONS THAN THE EQUIPMENT. 11.LOCATE ALL VALVES ABOVE ACCESSIBLE CEILING WHERE POSSIBLE. PROVIDE ACCESS DOORS FOR ALL CONCEALED VALVES IN INACCESSIBLE LOCATIONS. 12.INSTALL EQUIPMENT TO FACILITATE SERVICING, MAINTENANCE, AND REPAIR OR REPLACEMENT OF EQUIPMENT COMPONENTS. AS MUCH AS PRACTICAL, CONNECT EQUIPMENT FOR EASE OF DISCONNECTING, WITH A MINIMUM OF INTERFERENCE WITH OTHER INSTALLATIONS. PIPING SHALL NOT INTERFERE WITH COMPONENT CLEARANCES. UNIONS AND/OR FLANGES SHALL BE INSTALLED AT EACH PIECE OF EQUIPMENT TO PERMIT DISASSEMBLY FOR ALTERATION AND REPAIRS. PROVIDE FLEXIBLE CONNECTIONS IN PIPING SYSTEMS CONNECTED TO PUMPS AND OTHER EQUIPMENT REQUIRING VIBRATION ISOLATION AS CLOSE TO EQUIPMENT AS POSSIBLE, UNLESS SHOWN OTHERWISE ON DRAWINGS. 13.ALL ABANDONED SANITARY, VENT AND STORM PIPING SHALL BE CAPPED AT BOTH ENDS WITH A GAS/WATER TIGHT FITTING. AREAS NOT ASSOCIATED WITH THE RENOVATION SHALL NOT BE DISTURBED. WHERE ABANDONED PIPING IS LOCATED WITHIN AREAS SUCH AS WALLS, AND CEILINGS THAT ARE NOT PART OF THE RENOVATION SCOPE, THEN BOTH ENDS OF DRAINAGE, WASTE AND VENT AND STORM PIPING SHALL BE CAPPED AS STATED ABOVE. 14.ANY ITEMS NOT SHOWN TO BE DEMOLISHED, THAT ARE DAMAGED, SHALL BE REPAIRED BY THE CONTRACTOR. 15.NO PENETRATIONS SHALL BE MADE IN THE EXISTING ROOF. ALL PIPE ROUTING SHALL BE MADE WITH EXISTING VENT-THROUGH-ROOF PENETRATIONS. WHERE VENT PIPING IS REMOVED AND NO NEW PIPING IS CONNECTED TO EXISTING VENT-THROUGH-ROOF PENETRATIONS. THE ABANDONED VENT-THROUGH- ROOF SHALL BE CAPPED ABOVE THE ROOF ABD BELOW THE ROOF IN THE CEILING SPACE. THIS VERTICAL PIPE SHALL BE SECURED TO STRUCTURE IN AN APPROVED MANNER. ALL PIPING CAPS SHALL BE WATER AND GAS TIGHT CONNECTIONS IN A PERMANENT PIPING ARRANGEMENT. 16.NEW FIXTURES SHALL TIE IN TO EXISTING PIPING IF PIPE SIZING MEETS CODE MINIMUM SIZES. NEW FIXTURES INSTALLED WHERE NONE ARE EXISTING SHALL MEET SCHEDULED PIPE REQUIREMENTS. 17.CONTRACTOR RESPONSIBLE NOT TO ALLOW ON-SITE ACCUMULATION OF DEBRIS OR DEMOLISHED MATERIALS. PROMPTLY AND LEGALLY TRANSPORT AND DISPOSE OF MATERIALS OFF-SITE. DO NOT BURN DEBRIS OR DEMOLISHED MATERIALS. ALL DISPOSAL COSTS TO BE BORNE BY CONTRACTOR. 18.CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH THAT OF OTHER TRADES. INTERRUPTIONS OF SERVICES SHALL BE COORDINATED WITH THE OWNER AT LEAST 48 HOURS IN ADVANCE OF THE WORK BEING PERFORMED. DISRUPTION TIME SHALL BE KEPT TO A MINIMUM. 19.THE CONTRACTOR SHALL MAKE A PERSONAL INSPECTION OF THE SITE AND INCLUDE PERFORMING ALL WORK REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. FIELD VERIFY INFORMATION PROVIDED ON THE DRAWINGS AND EXISTING CONDITIONS, INCLUDING: LOCATIONS, ELEVATIONS, DIMENSIONS AND QUANTITIES REQUIRED FOR THE WORK. NOTIFY A/E IN WRITING OF ANY ADDITIONAL WORK THAT MAY BE REQUIRED TO ACCOMPLISH THE SCOPE OF WORK AND/OR ACCOMMODATE FIELD INCONSISTENCIES WITH OR IN THE DRAWINGS AND/OR SPECIFICATIONS. 20.THESE DRAWINGS ARE BASED ON FIELD OBSERVATIONS AND EXISTING DRAWINGS PROVIDED TO THE A/E BY THE OWNER. THE DRAWINGS ARE FROM PREVIOUS PROJECT(S), WHEN AVAILABLE. FIELD OBSERVATIONS, HOWEVER, PROVIDED LITTLE DATA, AS MOST OF THE INSTALLATIONS WERE INACCESSIBLE FOR VISUAL CONFIRMATION. THE INTENT OF THESE DRAWINGS IS TO PROVIDE AS MUCH INFORMATION TO THE CONTRACTOR AS POSSIBLE. HOWEVER, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM ACTUAL FIELD CONDITIONS AND INFORMATION PROVIDED HEREIN. 21.AS EXISTING PIPING IS ENCOUNTERED, THE CONTRACTOR SHALL ASSESS THE CONDITION OF THE PIPING BEFORE TIE-INS ARE MADE. IF THE PIPING IS BELIEVED TO BE IN POOR CONDITION OR NOT ADEQUATE FOR USE AS INTENDED, THE CONTRACTOR SHALL IMMEDIATELY REPORT SUCH TO THE A/E. TIE-INS ARE NOT TO PROCEED UNTIL CONTRACTOR HAS RECEIVED A RESPONSE FROM THE A/E. 22.WHEN CONSTRUCTION IS COMPLETE, CONTRACTOR SHALL THOROUGHLY CLEAN ALL FIXTURES, EQUIPMENT AND SYSTEMS BEFORE PLACING IN OPERATION OR TURN OVER TO THE OWNER. RESTORE FINISHED SURFACES IF DAMAGED AND DELIVER THE ENTIRE INSTALLATION IN AN APPROVED CONDITION. 23.ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE BUILDING(S) AND CONTENTS DURING THE PERFORMANCE OF THE WORK. TRASH REMOVAL SHALL BE PERFORMED DAILY AND COORDINATED WITH THE OWNER'S REPRESENTATIVE TO PREVENT IT'S ACCUMULATION, TO ENSURE PROPER DISPOSAL OF MATERIALS, AND TO PROTECT THE PROPERTY. CONTRACTOR SHALL CONTROL DUST AND DEBRIS TO PREVENT SPREAD INTO THE BUILDING(S). 24.NEATLY CORE-DRILL AND/OR SAW-CUT FLOORS, WALLS, SIDEWALKS AND PAVING AS REQUIRED. INSTALL NEW FIXTURES AND APPROPRIATE PIPING AND REPAIR FINISHES TO MATCH EXISTING. CORE-DRILL AND/OR SAW-CUT HOLES AND SLOTS AS SMALL AS POSSIBLE. DO NOT CUT STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE A/E. 25. FOR ALL INVERT ELEVATIONS, FINISHED FLOORS SHALL BE ASSUMED TO BE 0'-0" 28.UNLESS OTHERWISE NOTED ON PLANS ALL HOT WATER SUPPLY AND RETURN SHALL BE 140°. 29. P.C. SHALL BALANCE HOT WATER RETURN SYSTEM TO INSURE ADEQUATE FLOW OF HOT WATER TO EACH FIXTURE REQUIRING HOT WATER, PER PLAN(S).Plumbing Equipment Schedule GASREMARKS VENTCOLDHOTWATERINDIRECTWASTEWATERITEM FIXTURE ROUGH-IN SERVICES WASTEFD-1 FLOOR DRAIN ZURN FLOOR DRAIN MODEL NO. Z-415-6B, CAST IRON BODY, COMBINATION CLAMP AND ADJUSTABLE COLLAR, 2", 3" or 4" BOTTOM OUTLET WITH 6" ROUND NICKEL BRONZE STRAINER AND TRAP PRIMER CONNECTION. --2"2"--WITH DEEP SEAL P-TRAP MANUFACTURER/MODEL FCO JAY R. SMITH FLOOR CLEANOUT MODEL NO. 4040. FLOOR CLEANOUT NICKEL BRONZE TOP----SEE PLANS - YCO JAY R SMITH CLEANOUT 42223SG CAST IRON WITH ROUND ADJUSTABLE CAST IRON TRAFFIC LOAD TOP IN CONCRETE SLAB.YARD CLEANOUT ----4"- FLOOR CLEANOUT YCO YARD CLEANOUT ----SEE PLANS - ----8"- FROET COMBINATION ROOF DRAIN AND OVERFLOW, 100C8-OFS-DMP WITH CAST IRON DOMES OVER DRAIN AND OVERFLOW. 8" ROOF DRAIN, 8" OVERFLOW, DECK MOUNTING PLATE, AND NO HUB. RD-1 ROOF DRAIN TP "PRIME-EZE" WATER SAVER TRAP PRIMER EQUAL TO J.R. SMITH MODEL NO. 2698. UNIT SHALL BE APPROVED BY LOCAL AHJ.1/2"-----TRAP PRIMER MV-1 THERMOSTATIC MIXING VALVE (POINT OF USE)WATTS THEMOSTATIC MIXING VALVE LFUSG-B, WITH MIN. FLOW OF .25 GPM SET TO 110° 1/2"1/2"---- EXISTING TO BE RELOCATEDHB-1 HOSE BIBB - EXTERIOR 3/4"----- ----6"-RD-2 ROOF DRAIN FROET COMBINATION ROOF DRAIN AND OVERFLOW, 100C6-OFS-DMP WITH CAST IRON DOMES OVER DRAIN AND OVERFLOW. 6" ROOF DRAIN, 6" OVERFLOW, DECK MOUNTING PLATE, AND NO HUB. ZURN Z199 DOWNSPOUT NOZZLE, FOR EMERGENCY OVERFLOW ROOF DRAINAGE.DN-1 DOWNSPOUT NOZZLE ----10"- Plumbing Fixture Schedule GASREMARKS VENTCOLDHOTWATERINDIRECTWASTEWATERITEM FIXTURE ROUGH-IN SERVICES WASTEHANDICAP TYPEP10 AMERICAN STANDARD ELONGATED BOWL #2854.111 MADERA FLOWWISE, FLOOR MOUNTED WATER CLOSET, ADA HIEGHT, WHITE COLOR EVERCLEAN FINISH, OPEN FRONT SEAT, SLOAN ROYAL 111-1.28 FLUSHOMETER, 1.28 GPF. WATER CLOSET (ADA)1"-3"2"-- MANUFACTURER/MODEL P30 LAVATORY, KOHLER SOHO WALL MOUNTED SINK #K-2053-0 WHITE, WITH CONCEALLED ARM CARRIER J.R.SMITH 0700. FAUCET, DELTA 590-PLGHDF BATTERY OPERATED, 0.5 GPM. 1-1/2"x1-1/4" P-TRAP, AND GRID STRAINER. PROVIDE PLUMBEREX "HANDY SHIELD" ON EXPOSED PIPING. LAVATORY 1/2"1/2"2"1 1/2"--HANDICAP TYPE P40 SHOWER - ADA 1/2"1/2"2"1 1/2"-- SHOWER STALL, AKER OPS-3636-141277-R/L, WHITE WITH STRAIGHT VERTICAL AND L-SHAPED HORIZONTAL GRAB BARS, L-SHAPED FOLD DOWN PHENOLIC SEAT. DELTA FAUCET T13H333 ADJUSTIBLE HEAD/HANDSET SINGLE LEVER HANDLE, POLISHED CHROME WITH INTEGRAL CHECK/STOPS, DIVERTER VALVE, AND 1.5 GPM RESTRICTOR. HANDICAP TYPE MANUFACTURER OR EQUAL ZURN, SMITH, PPI, SIOUX-CHIEF SHOCK ARRESTORS SHALL BE SAME SIZE AS PIPE INSTALLED ON, MINIMUM. PROVIDE SHOCK ARRESTORS AS INDICATED ON THE DRAWINGS. LOCATE SHOCK ARRESTORS IN AN ACCESSIBLE LOCATION, OR PROVIDE SHOCK ARRESTOR SCHEDULE 12 - 32SA'B' 61 - 113 33 - 60 114 - 154 155 - 330 SIOUX-CHIEF SHOCK ARRESTORS ONLY. SA'F' SA'E' SA'D' SA'C' FIXTURE UNITS 1 - 11SA'A' P.D.I. SIZE " " " " "VARIESUNDERGROUND PIPING 1/8 BEND FLOOR SCORIATED COVER TAPER THREAD CLEANOUT PLUG CLEANOUT BOX REDUCER AS REQUIRED LONG SWEEP 90 OR WYE DEEP SEAL "P" TRAP FINISHED FLOOR FLOOR DRAINGRATE CAULK OUTLET 1/2" TRAP PRIMER (TP), TAP WHERE SPECIFIED VARIESUNDERGROUND PIPING 1/8 BEND GRADE SCORIATED COVER TAPER THREAD CLEANOUT PLUG CLEANOUT BOX REDUCER AS REQUIRED LONG SWEEP 90 OR WYE TRAP PRIMING VALVE SERVICE VALVE UNION 9 1/2"1/2" PIPE TO DRAIN MAXIMUM PIPE/TUBING SUPPORT SPACING, FEET NOM. SIZE THRU 3/4 PIPE TUBING 1 1 1/4 1 1/2 2 3 4 5 6 8 10 12 14 16 18 20 22 7 FT 7 7 9 10 12 14 16 17 19 22 23 25 27 28 30 32 5 FT 6 7 8 8 10 12 13 14 16 ------- NOTE: FOR TRAPEZE HANGER - TAKE SPACING OF SMALLEST SIZE ON TRAPEZE. HANGER ROD INSULATION (VAPOR BARRIER TYPE REQUIRED FOR LOW TEMP. PIPE) PROVIDE HIGH COMPRESSIVE STRENGTH INSULATION. INSERT BLOCKS UNDER INSULATION-PRE INSULATED CALCIUM SILICATE SHIELD INSULATION SHIELD AT HANGER OR PRE-INSULATED CALCIUM SILICATE SHIELD HANGER ROD INSULATION WELD SADDLE OR PRE-INSULATED CALCIUM SILICATE SHIELD PROVIDE INSULATION SHIELD AND INSERT FOR ALL PIPING 8" MAX. 1" MAX. 1-5/8" 12 GAUGE CHANNEL OR 2"x2"x1/4" ANGLE ADJUSTABLE CLEVIS HANGER PART 1 ADJUSTABLE ROLLER HANGER TYPE 43 TRAPEZE HANGER FOR UP TO 1000 POUND UNIFORM LOAD 2 1/2 11 9 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 2:35:58 PM C:\Users\fred.josey\Documents\513.7505.00_CU_WrestlingExpansion_-P16_fred.josey.rvt513.7505.00 10/06/17 P0.0.1 PLUMBING GENERAL NOTES, SCHEDULES, AND DETAILS Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman DG 1 : 1P0.0.1 4 FLOOR CLEANOUT DETAIL 1 : 1P0.0.1 5 FLOOR DRAIN DETAIL 1 : 1P0.0.1 6 YARD CLEANOUT DETAIL 12" = 1'-0"P0.0.1 7 TRAP PRIMER DETAIL 1/8" = 1'-0"P0.0.1 8 PIPE HANGAR DETAILS NO. REASON DATE eG e10 eE.6 eE eF YCO YCO EX. HB-1 RD-1 RD-1 RD-1 1 2 3 4 5 5 5 6 7 EX. WCO EX. WCO EX. WCO 8 9 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 2:36:05 PM C:\Users\fred.josey\Documents\513.7505.00_CU_WrestlingExpansion_-P16_fred.josey.rvt513.7505.00 10/06/17 PD101 PLUMBING DEMOLITION FLOOR PLAN Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman DG PLAN NORTHN X KEY NOTES 3/16" = 1'-0"PD101 1 PLUMBING DEMOLITION PLAN 1 CAP EXISTING PIPES AFTER ISOLATION VALVES. 2 EXISTING OIL SEPERATOR AND MOP SINK SHALL REMAIN. 3 REMOVE EXISTING HOSE BIBB AND REUSE IN NEW CONSTRUCTION. 4 DEMO EXISTING YCO. 5 DEMO EXISTING 4" SD PIPE AT EXISTING WALL. 6 P.C. SHALL FIELD VERIFY EXACT SIZE AND CONFIGURATION OF EXISTING SD PIPING. 7 DEMOLISH EXISTING 2" VENT TO THIS POINT FOR EXISTING MOP SINK AND OIL INTERCEPTOR. 8 EXISTING PIPING SHALL REMAIN. 9 REMOVE EXISTING SEG OF COLD WATER PIPE TO EXISTING HOSE BIBB. RELOCATE EXISTING HOSE BIBB. NO. REASON DATE FECFECeG e10 eE.6 eE eF 6" SS 4" SS FCO 4" SS 3" SS 2" V FCO P40 P10 P30 EX. WCO EX. WCO EX. WCO WCO 6" SD 6" SD 6" SD 6" SD 6" SD EX. 4" TO RD-1 EX. 4" TO RD-2 EX. 4" TO RD-2 4" TO RD-2 EX. FCO 2" SS YCO 8" SD 8" SD YCO 2" SS EXIST. SUMP PUMP EX. EX. EX. 2" V EX. EX. FD-1 TP 8" SD 1 2 3 4 5 6 7 8 9 8" ORL10" ORLCOP COP 10 11 11 11 DN-1 6" ORL 6" ORL 12 6" SD (3,390 SF.) 8" SD (5,771 SF)(8,094 SF)(10,041 SF) 2" V 2" SS 2" V 2" V 13 14 X KEY NOTES KEY 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 2:36:00 PM C:\Users\fred.josey\Documents\513.7505.00_CU_WrestlingExpansion_-P16_fred.josey.rvt513.7505.00 10/06/17 P1.1.1 PLUMBING DRAINAGE PLAN - LEVEL 1 Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman DG 1 REPLACE EXISTING ELBOW WITH NEW "TEE". 2 EXISTING MOP SINK AND OIL SEPERATOR AND ALL ASSOCIATED PIPING SHALL REMAIN. 3 REPLACE EXISTING YCO WITH NEW FCO. 4 P.C. SHALL REPLACE EXISTING ROOF DRAIN WITH RD-1. REWORK EXISTING PIPING TO 1/4" SLOPE (MIN) FROM RISER TO DRAIN, 3390 S.F. 5 P.C. SHALL REPLACE EXISTING ROOF DRAIN WITH RD-2. REWORK EXISTING PIPING TO 1/4" SLOPE (MIN) FROM RISER TO DRAIN, 2381 S.F. 6 P.C. SHALL REPLACE EXISTING ROOF DRAIN WITH RD-2. REWORK EXISTING PIPING TO 1/4" SLOPE (MIN) FROM RISER TO DRAIN, 2323 S.F. 7 NEW ROOF DRAIN, RD-2, 1947 S.F. 8 CONNECT 6" SD PIPE TO EXISTING 4" SD AT BUILDINGS EDGE AND ROUTE PER PLAN (1/8" SLOPE). 9 VERIFY EXISTING SD PIPE IS 8". IF NOT, THEN DEMO AND EXTEND NEW 8" SD PIPE TO EXISTING SD MAN HOLE CONNECTION AND MODIFY AS REQUIRED. (10,041 SF) 10 CONNECT 8" ORL UP TO OVERFLOW CONNECTION ON RD-1. 11 CONNECT 6" ORL UP TO OVERFLOW CONNECTION ON RD-2. 12 TERMINATE OVERFLOW DRAINAGE OUTSIDE EXTERIOR WALL. OVERFLOW DRAINAGE SHALL PENETRATE EXTERIOR WALL ABOVE CEILING HEIGHT. 13 EXTEND EXISTING VENT TO NEW "WYE". VERIFY EXACT SIZE IN FIELD. 14 PC SHALL ENSURE THAT STORM DRAINAGE PIPE SHALL NOT PENETRATE WALL CLOSER THAN 16" (MIN.) FROM ROOF 3/16" = 1'-0"P1.1.1 1 PLUMBING PLAN - DRAINAGE ADDITION NOT TO SCALE EXISTING BUILDING NO. REASON DATE FECeG e10 eE.6 eE eF 3/4" HW HB-1 P40 P10 P30 1 1/2" CW 1 1/4" CW 1" CW3/4" HWR 2 1/2" CW 2" HW 1" HWR EX. EX. EX. 1 2 3 4 5 6 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 2:36:02 PM C:\Users\fred.josey\Documents\513.7505.00_CU_WrestlingExpansion_-P16_fred.josey.rvt513.7505.00 10/06/17 P1.2.1 PLUMBING PIPING PLAN - LEVEL 1 Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman DG X KEY NOTES KEY PLAN 1 EXTEND EXISTING HOT AND COLD WATER PIPING TO NEW MAINS. 2 PROVIDE NEW SHOCK ABSORBER SA"B". 3 TAP EXISTING WATER LOOP WITH NEW 1-1/2" CW, 3/4" HW, AND 1/2" HWR. 4 SET BALANCING VALVE AT 0.5 GPM. 5 INSTALL RELOCATED HOSE BIBB IN NEW WALL, EXTEND EXISTING 3/4" CW PIPE TO NEW LOCATION. 6 VERIFY IN FIELD EXACT LOCATION OF EXISTING 3/4" CW PIPIE, EXTEND NEW 3/4" CW MAIN AND CONNECT IN RESTROOM SIDE OF WALL. 3/16" = 1'-0"P1.2.1 1 PLUMBING PLAN - PIPING EX. 3/4" CW ADDITION NOT TO SCALE EXISTING BUILDING NO. REASON DATE eG e10 eE.6 eE eF RD-1 RD-2 RD-2 RD-2 1 2 3 4 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 2:36:03 PM C:\Users\fred.josey\Documents\513.7505.00_CU_WrestlingExpansion_-P16_fred.josey.rvt513.7505.00 10/06/17 P1.3.1 PLUMBING ROOF PLAN Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman DG X KEY NOTES KEY PLAN 1/8" = 1'-0"P1.3.1 1 PLUMBING PLAN - ROOF ADDITION NOT TO SCALE EXISTING BUILDING 1 P.C. SHALL REPLACE EXISTING ROOF DRAIN WITH RD-1. REWORK EXISTING PIPING TO 1/4" SLOPE (MIN) FROM RISER TO DRAIN, 3390 S.F. 2 P.C. SHALL REPLACE EXISTING ROOF DRAIN WITH RD-2. REWORK EXISTING PIPING TO 1/4" SLOPE (MIN) FROM RISER TO DRAIN, 2381 S.F. 3 P.C. SHALL REPLACE EXISTING ROOF DRAIN WITH RD-2. REWORK EXISTING PIPING TO 1/4" SLOPE (MIN) FROM RISER TO DRAIN, 2323 S.F. 4 NEW ROOF DRAIN, RD-2, 1947 S.F. NO. REASON DATE FCO FCO EX. SP-1 EX. OI-1 EX. FCO 6" SS 4" SS 3" SS 2" SS 2" V 2" V 2" SS 4" SS FD-1 P40 P30 P10 2" SS 2" V 3" SS3" SS EX. EX. EX. EX. EX. EX. 2" V 2" V 2" SS HB-2 P30 P10 P40 3/4" HW 1 1/4" CW 3/4" CW 1 1/2" CW EX.3/4" CW EX. MOP BASIN 3/4" HWR 3/4" HW BALANCE TO 0.5 GPM SA'B' 1" CW CAP EXIST. PIPING AT EXIST. VALVES. EXIST. HOT, COLD AND HOT WATER RETURN PIPING 3/4" CW 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 2:36:04 PM C:\Users\fred.josey\Documents\513.7505.00_CU_WrestlingExpansion_-P16_fred.josey.rvt513.7505.00 06/22/17 P7.1.1 PLUMBING RISER Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman DG NOT TO SCALEP7.1.1 2 PLUMBING PLAN - DRAINAGE RISER NOT TO SCALEP7.1.1 1 PLUMBING PLAN - PIPING RISER NO. REASON DATE FECFECeG e10 eE.6 eE eF 1 2 4" FS 34 4" FS 5 5 6 7 78 9 1.SCOPE OF WORK: PROVIDE A COMPLETE WET PIPE AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13, NFPA 14, & NFPA 20 2012. THE WORK SHALL INCLUDE ALL WORK NECESSARY TO PROVIDE COMPLETE SPRINKLER COVERAGE FOR THE ENTIRE BUILDING. 2.SPRINKLERS SHALL BE HYDRAULICALLY DESIGNED TO PROVIDE COVERAGE FOR LIGHT HAZARD OCCUPANCY (0.10 GPM/SF OVER THE HYDRAULICALLY MOST REMOTE 1500 SF) UNLESS NOTED OTHERWISE OR REQUIRED BY NFPA 13. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SPRINKLER HYDRAULIC CALCULATIONS. 3.THE CONTRACTOR SHALL OBTAIN CURRENT (LESS THAN ONE-YEAR OLD) HYDRAULIC DATA REQUIRED TO PREPARE THE HYDRAULIC CALCULATIONS. 4.SUBMITTALS: THE CONTRACTOR SHALL SUBMIT HYDRAULIC CALCULATIONS AND ALL PRODUCT DATA FOR REVIEW AND ACCEPTANCE BY THE ENGINEER. THE SYSTEM SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER OR NICET DESIGNER (LEVEL III OR HIGHER) AND SHALL BEAR THE SEAL OF THE DESIGNER. THE CONTRACTOR SHALL BE PROCEEDING AT THEIR OWN RISK IF THE CONTRACTOR CHOOSES TO PROCEED WITH THE WORK PRIOR TO ACCEPTANCE OF THE MATERIALS AND EQUIPMENT BY THE ENGINEER. PRODUCTS: 1.ALL EQUIPMENT SHALL BE UL-LISTED AND/OR FM-APPROVED. 2.SPRINKLER PIPING SHALL BE SCHEDULE 40 BLACK STEEL WITH THREADED FITTINGS. PIPING 2-1/2" AND LARGER SHALL BE SCHEDULE 10 BLACK STEEL WITH GROOVED FITTINGS. 3.HANGERS SHALL BE FLAT-BAND, GALVANIZED. INSTALLATION: 1.SPRINKLERS SHALL BE LOCATED IN THE CENTERS OF CEILING TILES AND SYMMETRICALLY ALIGNED ON THE CEILING. 2.MAXIMUM SPRINKLER SPACING SHALL NOT EXCEED THE LIMITS OF NFPA 13 AND THE LISTINGS OF SPRINKLERS. 3.PROVIDE AUXILIARY DRAINS WHERE REQUIRED TO DRAIN ALL PORTIONS OF THE PIPING SYSTEM. 4.COORDINATION WITH ELEVATORS: 4.1.PROVIDE SPRINKLERS IN LOCATIONS REQUIRED BY NFPA 13. THE HEADS SHALL BE STANDARD RESPONSE HEADS (NOT QUICK RESPONSE) AND SHALL HAVE AN INTERMEDIATE TEMPERATURE RATING OF 212-DEGREES F UNLESS A DIFFERENT RATING IS WARRANTED BY SHAFT ENVIRONMENTAL CONDITIONS. 4.2.THESE HEADS SHALL BE SUPPLIED DIRECTLY FROM THE WET PIPE SPRINKLER SYSTEM FOR THE RESPECTIVE FLOOR. ONE SPRINKLER LINE SHALL SERVE BOTH THE MACHINE RO AND ADJACENT HOISTWAY OF THE RESPECTIVE FLOOR, AND SHALL NOT SERVE ANY OTHER NON-ELEVATOR SPACE. ROUTING PIPES INSIDE THE HOISTWAY SHALL COMPLY WITH ASME A17.1. 4.3.A FLOW SWITCH, AND APPROPRIATE MEANS FOR TESTING AND DRAINING, SHALL BE PLACED IN AN ACCESSIBLE LOCATION OUTSIDE OF THE MACHINE ROOM AND/OR HOISTWAY WHERE SPRINKLERS ARE INSTALLED. ONE FLOW SWITCH SHALL SERVE BOTH THE MACHINE ROOM AND HOISTWAY. 4.4.THE FLOW SWITCH SHALL NOT HAVE A MEANS TO CREATE A TIME DELAY; IT MUST ACTIVATE IMMEDIATELY. 4.5.ACTIVATION OF A FLOW SWITCH SHALL: A. IMMEDIATELY DISCONNECT MAIN LINE POWER. B. ACTIVATE THE BUILDING’S FIRE ALARM SYSTEM, IF PRESENT. 5.ARMOVER PIPING SHALL BE 1" MINIMUM. 6.HYDROSTATICALLY TEST THE SYSTEM IN ACCORDANCE WITH NFPA 13. 7.OBTAIN ALL APPROVALS OF AUTHORITIES HAVING JURISDICTION. 8.PROVIDE CLOSE-OUT DOCUMENTS TO THE OWNER INCLUDING RECORD DRAWINGS, HYDRAULIC CALCULATIONS, PRODUCT DATA, AND INSPECTION, TESTING AND MAINTENANCE INFORMATION. FIRE PROTECTION GENERAL NOTES 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 2:35:54 PM C:\Users\fred.josey\Documents\513.7505.00_CU_WrestlingExpansion_-P16_fred.josey.rvt513.7505.00 10/06/17 FS1.0.1 FIRE PROTECTION PLAN - LEVEL 1 Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman DG 3/16" = 1'-0"FS1.0.1 1 FIRE SUPPRESSION PIPING PLAN X KEY NOTES KEY PLAN 1 REMOVE AND RELOCATE EXISTING VALVE CABINET. EXTEND EXISTING FIRE SUPPRESSION PIPE TO NEW LOCATION. 2 PROVIDE NEW 4" AP INTO EXISTING 6" FIRE SUPPRESSION LOOP. ROUTE 4" LINE TO NEW VALVE BOX. 3 PROVIDE NEW HOSE VALVE BOX. INSTALL PER LOCAL AND STATE CODES. 4 RELOCATE AND EXTEND EXISTING SPRINKLER ASSEMBLY TEST DRAIN FROM EXISTING WALL TO NEW WALL, EXTEND EXISTING PIPE. 5 SPRINKLER HEAD LOCATIONS AND COVERAGE BY FIRE SPRINKLER CONTRACTOR. 6 CONTRACTOR SHALL VERIFY EXACT LOCATION, AND CONFIGURATION OF EXISTING SPRINKLER TEST ASSEMBLY DRAIN LINE, AND MAKE CORRECTIONS AS REQUIERD. COORDINATE WITH GC TO INSURE NO CONFLICTS. 7 EXISTING SPRINKLER SYSTEM TO REMAIN. 8 REWORK EXISTING SPRINKLERS TO COVER EXPANDED SPACE. 9 ROUTE NEW FIRE SUPPRESSION PIPE UP OVER EXISTING HVAC DUCT AND ROUTE AS SHOWN ON PLAN. ADDITION NOT TO SCALE EXISTING BUILDING NO. REASON DATE 1.GENERAL NOTES ON THIS DRAWING ARE APPLICABLE TO EACH MECHANICAL DRAWING OF THIS SET. NOTES SPECIFIC TO INDIVIDUAL MECHANICAL DRAWINGS WILL BE SHOWN ON THE RESPECTIVE MECHANICAL DRAWING. 2.THE CONTRACTOR SHALL PROVIDE A COMPLETE HVAC SYSTEM TO INCLUDE ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENT FOR A COMPLETE AND FUNCTIONAL SYSTEM INCLUDING ALL NECESSARY APPURTENANCES CUSTOMARILY INCLUDED IF NOT SPECIFICALLY CALLED OUT. ALL WORK SHALL BE GUARANTEED IN WRITING AGAINST DEFECTIVE WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM TURN OVER TO OWNER. 3.ENTIRE INSTALLATION, INCLUDING MATERIALS, EQUIPMENT, AND WORKMANSHIP, SHALL CONFORM WITH ALL APPLICABLE LAWS, CODES, AND REGULATIONS OF MUNICIPAL, STATE AND FEDERAL AUTHORITIES. 4.ALL WORK SHALL CONFORM TO APPLICABLE ASHRAE, NFPA, AND SMACNA STANDARDS AND OTHER REGULATORY BODIES HAVING JURISDICTION OVER THE CLASS OF WORK. ALL MATERIALS AND EQUIPMENT SHALL HAVE APPROPRIATE STAMPS/SEALS OF AHRI, ASME, U.L., AND ASTM. 5.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS, AND SERVICES RELATED TO INSTALLATION OF THE WORK. THE CONTRACTOR SHALL MAKE TESTS FOR ACCEPTANCE AND APPROVAL AS REQUIRED BY CODE AND THE REQUIREMENTS OF APPLICABLE REGULATORY AGENCIES. REQUIRED TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE UNLESS OTHERWISE WAIVED IN WRITING. 6.THE MECHANICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL WORK WITH ALL OTHER TRADES IN ORDER TO RESOLVE ANY CONFLICT THAT MIGHT ARISE IN THE FIELD. 7.EQUIPMENT OF DIFFERING CHARACTERISTICS MAY BE PROVIDED IF SUCH PROPOSED ALTERNATE EQUIPMENT IS SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD AND OWNER'S REPRESENTATIVE IN WRITING. THE MECHANICAL CONTRACTOR SHALL RESPONSIBLE FOR COORDINATING WITH ALL IMPACTED TRADES, AND ANY SUBSEQUENT COSTS OF THE ALTERNATE EQUIPMENT SHALL BE PROVIDE AT NO COST TO THE OWNER. 8.NO EQUIPMENT, PIPING, OR DUCTWORK SHALL BE INSTALLED OVER ANY ELECTRICAL EQUIPMENT OR ELECTRICAL SERVICE SPACE. 9.LAYOUT OF DUCTWORK IS DIAGRAMMATIC IN NATURE. MECHANICAL CONTRACTOR SHALL ALLOW FOR RISES, DROPS AND OFFSETS AS REQUIRED FOR PROPER INSTALLATION, OPERATION, AND MAINTENANCE. INSTALL MECHANICAL EQUIPMENT TO FACILITATE SERVICING, MAINTENANCE, AND REPAIR/REPLACEMENT OF COMPONENTS, INCLUDING ACCESS TO UNIT PANELS, CONTROLS, ETC. AS MUCH AS PRACTICAL, CONNECT EQUIPMENT FOR EASE OF DISCONNECTING, WITH A MINIMUM OF INTERFERENCE WITH OTHER INSTALLATIONS. DUCTWORK SHALL NOT INTERFERE WITH FILTER ACCESS. 10.PROVIDE VIBRATION ISOLATION AS REQUIRED FOR MECHANICAL EQUIPMENT TO PREVENT TRANSMISSION OF VIBRATION TO BUILDING STRUCTURE AND SYSTEMS. PROVIDE FLEXIBLE CONNECTIONS IN ALL DUCTWORK AND PIPING SYSTEMS CONNECTED TO MECHANICAL EQUIPMENT WHICH REQUIRE VIBRATION ISOLATION. FLEXIBLE CONNECTIONS SHALL BE PROVIDED AT THE POINT OF CONNECTION TO THE EQUIPMENT UNLESS OTHERWISE INDICATED. 11.PROVIDE ALL CONTROL DEVICES, SUCH AS TEMPERATURE SENSORS, RELAYS, PRESSURE SWITCHES WHICH ARE ASSOCIATED WITH MECHANICAL EQUIPMENT AND ASSOCIATED CONTROL WIRING FROM STARTER TO THE CONTROL DEVICE. ALL CONTROL DEVICES SHALL BE POWERED AND OPERATED BY LOW VOLTAGE POWER (>24V) UNLESS OTHERWISE NOTED. 12.EXCEPT IN EQUIPMENT ROOMS, ALL CONTROL WIRING SHALL BE RUN CONCEALED. ALL CONTROL WIRING SHALL BE PLENUM RATED AND ROUTED IN CONDUIT. J-HOOKS ARE AN ACCEPTABLE ALTERNATE METHOD TO CONDUIT WITH WRITTEN APPROVAL BY OWNER. CONTROL WIRING SHALL NOT BE ROUTED WITHOUT CONDUIT OR J-HOOKS 13.ALL SPACE MOUNTED CONTROL DEVICES (THERMOSTATS, SWITCHES, HUMIDISTATS, ETC.) SHALL BE MOUNTED AT 4'-0" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. THE MECHANICAL CONTRACTOR SHALL COORDINATE THE LOCATION OF SPACE MOUNTED CONTROL DEVICES WITH THE ARCHITECT, GENERAL CONTRACTOR, AND OTHER TRADES BEFORE ROUGHING-IN OF WALLS HAS BEGUN. 14.TESTING, ADJUSTING, AND BALANCING AGENCY SHALL BE A MEMBER OF THE ASSOCIATED AIR BALANCE COUNCIL (AABC) OR THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). TESTING, ADJUSTING, AND BALANCING SHALL BE PERFORMED IN ACCORDANCE WITH THE AABC OR NEBB STANDARDS. 15.ALL PENETRATIONS THROUGH THE BUILDING ENVELOPE SHALL BE COORDINATED IN THE FIELD BY THE GENERAL CONTRACTOR. ROOF MOUNTED EQUIPMENT SHALL BE INSTALLED ON PREFABRICATED CURBS OR RAILS, WITH ROOF PATCHED AND FLASHED TO PREVENT MOISTURE INTRUSION. 1.RUN ALL CONCEALED HORIZONTAL PIPING AND DUCTWORK ABOVE CEILING, TIGHT TO STRUCTURE UNLESS OTHERWISE NOTED. RUN ALL EXPOSED PIPING AND DUCTWORK AS HIGH AS POSSIBLE UNLESS OTHERWISE NOTED. 2.DUCTWORK SIZES ARE SHEET METAL DIMENSIONS. PROVIDE DUCT LINER ONLY WHERE INDICATED OR NOTED ON PLANS. PIPE SIZES ARE NOMINAL DIAMETERS. 3.PROVIDE ESCUTCHEON PLATES WHERE DUCTS OR PIPES PENETRATE ASSEMBLIES IN FINISHED AREAS EXPOSED TO VIEW. ESCUTCHEONS FOR DUCTS SHALL BE CONSTRUCTED OF THE SAME MATERIAL AS DUCT. PIPE ESCUTCHEONS SHALL BE CHROME-PLATED BRASS. PIPE, CONDUIT AND DUCT OPENINGS THROUGH ASSEMBLIES AROUND MECHANICAL ROOMS SHALL BE PACKED WITH MINERAL WOOL AND SEALED. 4.LOCATE ALL CONTROL DEVICES (TEMPERATURE, PRESSURE, AND FLOW MEASURING, ETC.)IN ACCESSIBLE LOCATIONS WITH STRAIGHT SECTION OF PIPE OR DUCT UPSTREAM AND DOWNSTREAM AS REQUIRED BY THE MANUFACTURER FOR GOOD ACCURACY. 5.PENETRATIONS THROUGH RATED ASSEMBLIES (DUCTWORK, PIPING, ETC.) SHALL BE PROTECTED WITH A U.L. LISTED PENETRATION DETAIL. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONDITIONS IN FIELD AND SUBMITTING A U.L. DETAIL FOR APPROVAL OF THE ARCHITECT AND ENGINEER OF RECORD. 6.CONCEALED DUCTWORK SHALL BE INSULATED USING EXTERIOR DUCT WRAP INSULATION. WRAPPED INSULATION SHALL BE 2 INCH THICK GLASS FIBER FLEXIBLE DUCT INSULATION, 0.75 POUND DENSITY WITH U.L. APPROVED FSK JACKET. SECURE WITH ADHESIVE APPLIED DIRECTLY TO THE DUCT IN 4 INCH WIDE STRIPS AROUND THE DUCT ON 12 INCH CENTERS AND TAPE ALL JOINTS. WHERE REQUIRED, ACOUSTICAL DUCT LINING SHALL BE 1-1/2 INCH THICK RIGID DUCTBOARD AND SHALL COMPLY WITH FIRE CLASSIFICATION REQUIREMENTS OF NFPA 90A AND 90B. ADHERE LINER TO DUCT WITH FIRE RESISTANT ADHESIVE AND WELDED PIN TYPE MECHANICAL FASTENERS AS INDICATED IN SMACNA STANDARDS. 7.EXPOSED ROUND AND FLAT OVAL DUCTWORK IN FINISHED SPACES SHALL BE DOUBLEWALL SPIRAL DUCT WITH 2" FIBERGLASS INSULATION BETWEEN THE DUCT WALLS. WHERE DOUBLE WALL DUCT REQUIRES SOUND ATTENUATION, A PERFORATED INTERIOR WALL SHALL BE USED. 8.FLEXIBLE DUCT LENGTH SHALL NOT EXCEED 5 FEET, AND SHALL ONLY BE INSTALLED IN CONCEALED SPACES. 9.ACOUSTICAL LINING SHALL BE PROVIDED ON THE FIRST 15'-0" OF SUPPLY AND RETURN DUCT CONNECTED TO AIR HANDLING UNITS. 10.ALL DUCT PENETRATIONS OF WALLS SHALL BE MADE WITH RIGID METAL DUCTS. FLEXIBLE DUCT PENETRATIONS OF WALLS ARE NOT ACCEPTABLE. 11.REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF DIFFUSERS, REGISTERS, AND GRILLES. FINISH AND COLOR TO BE SELECTED FROM MANUFACTURER'S STANDARD PALETTE AND APPROVED BY ARCHITECT UNLESS OTHERWISE NOTED. 12.ALL ELBOWS IN DUCTWORK SHALL BE RADIUS ELBOWS UNLESS OTHERWISE NOTED. WHERE SQUARE ELBOWS ARE SHOWN, OR WHERE FIELD CONDITIONS PREVENT USE OF RADIUS ELBOWS, INSTALL AIRFOIL TYPE TURNING VANES IN ACCORDANCE WITH SMACNA STANDARDS. 13.PROVIDE LOCKING OPPOSED BLADE MANUAL VOLUME DAMPERS WHERE INDICATED ON THE DUCT PLANS, AT SUPPLY, RETURN, AND EXHAUST BRANCH DUCTS, AND IN EACH RUNOUT TO AIR TERMINALS, UNLESS DAMPER IS SPECIFIED AT TERMINAL. BRANCH DUCT DAMPERS SHALL BE AS CLOSE TO MAIN TRUNK DUCT AS POSSIBLE. VOLUME DAMPERS ABOVE INACCESSIBLE CEILINGS SHALL BE PROVIDED WITH REMOTE CABLE CONTROLS WITH ALL NECESSARY HARDWARE, TERMINATING 3" ACCESS PORT WITH FINAL LOCATION COORDINATED IN FIELD BY ARCHITECT. 14.FIRE, SMOKE, AND FIRE-SMOKE DAMPERS SHALL BE INSTALLED IN COMPLETE ACCORDANCE WITH THE MANUFACTURER'S U.L. LISTING AND INSTALLATION INSTRUCTIONS. DAMPERS SHALL HAVE SPECIFIC U.L. LISTING FOR THE CONSTRUCTION IN WHICH THEY ARE INSTALLED. PROVIDE DYNAMIC FIRE DAMPERS WITH BLADES OUT OF THE AIRSTREAM. INSTALL DUCTS THROUGH FIRE AND SMOKE RATED ASSEMBLIES AND PARTITIONS TO LEAVE A MINIMUM OF 2 INCHES AROUND THE DUCT TO SEAL THE ASSEMBLY. DO NOT INSTALL FLEXIBLE DUCT THROUGH FIRE AND SMOKE RATED ASSEMBLIES AND PARTITIONS. 15.DUCT MOUNTED SMOKE DETECTORS SHALL BE FURNISHED AND WIRED BY THE ELECTRICAL CONTRACTOR AND INSTALLED BY MECHANICAL CONTRACTOR. 16.PROVIDE PIANO-HINGED DUCT ACCESS DOORS AT ALL DUCT ACCESSORIES (MOTOR OPERATED DAMPERS, FIRE DAMPERS, ETC.) REQUIRING MAINTENANCE AND SERVICE, AND WHERE REQUIRED FOR OPERATION, ADJUSTMENT, AND MAINTENANCE OF MECHANICAL EQUIPMENT. WHERE ACCESS DOORS ARE LOCATED ABOVE AN INACCESSIBLE CEILING, PROVIDE AN ACCESS DOOR IN THE CEILING. PROVIDE RATED ACCESS PANELS AS REQUIRED TO MAINTAIN ASSEMBLY RATING. 17.BEFORE FABRICATING DUCTWORK, THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATION AND SIZE WITH ALL OTHER TRADES. 18.EXTEND CONDENSATE DRAIN PIPING TO NEAREST DRAIN UNLESS OTHERWISE NOTED. ALL CONDENSATE PIPING SHALL BE TRAPPED AND PITCHED AT A MINIMUM OF 1/8" PER LINEAR FOOT TOWARDS THE ROOF DRAIN. 1.PRIOR TO SUBMITTING A PROPOSAL THE CONTRACTOR IS STRONGLY ENCOURAGED TO VISIT THE SITE AND THOROUGHLY INSPECT ALL EXISTING CONDITIONS TO INSURE THAT THE WORK REPRESENTED ON THE DRAWINGS CAN BE INSTALLED AS INDICATED. 2.INFORMATION ON EXISTING CONDITIONS (DUCT, PIPE, EQUIPMENT, ETC.) IS NOTED FOR THE CONVENIENCE OF THE CONTRACTOR ONLY AND IS NOT WARRANTED TO BE CORRECT. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS PRIOR TO PROCEEDING WITH ANY ASSOCIATED WORK OR ORDERING EQUIPMENT. 3.CUT OPENINGS AS REQUIRED IN THE EXISTING CONSTRUCTION FOR THE INSTALLATION OF PIPING, DUCTWORK, AND EQUIPMENT. PATCH AND REPAIR TO MATCH THE EXISTING ADJACENT CONSTRUCTION. 4.ALL EQUIPMENT REMOVED FROM THE BUILDING DURING DEMOLITION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE UNLESS OTHERWISE NOTED. 5.PRIOR TO PERFORMING ANY WORK THE MECHANICAL CONTRACTOR SHALL INSPECT THE EXISTING DUCTWORK, PIPING, AND EQUIPMENT FOR DEFECTS AND REPORT TO THE ENGINEER OF RECORD, GENERAL CONTRACTOR, AND OWNER ANY DEFICIENCIES FOUND. CONTRACTOR SHALL CLEAN EXISTING DUCTWORK AND AIR TERMINALS PRIOR TO INSTALLING THE NEW WORK. GENERAL NOTESDUCT & PIPING NOTES EXISTING CONDITIONS & DEMOLITION EXHAUST AIR DUCT TURNING UP THERMOSTAT EA SUPPLY AIR DUCT TURNING UP SA CLASS 1 COMBINATION FIRE & SMOKE DAMPER WITH DUCT ACCESS DOOR AND DUCT MOUNTED ACTUATOR. REFER TO ELECTRICAL PLANS FOR POWER REQUIREMENTS. RADIUS DUCT ELBOW. RADIUS ELBOWS SHALL BE 1.5W/1.5D ELBOWS UNLESS OTHERWISE NOTED. MITERED ELBOW WITHOUT TURNING VANES AND WITH LINER. MITERED ELBOW WITH TURNING VANES. CONNECT TO EXISTING CLASS 1 MOTORIZED DAMPER. REFER TO ELECTRICAL PLANS FOR POWER REQUIREMENTS. CO2 CARBON DIOXIDE SP STATIC PRESSURE DP DIFFERENTIAL PRESSURE SD SMOKE DETECTOR CO CARBON MONOXIDE SUPPLY AIR DUCT TURNING DOWN RETURN AIR DUCT TURNING UP RA RETURN AIR DUCT TURNING DOWN EXHAUST AIR DUCT TURNING DOWN OVALRECTANGULARROUND CLASS 1 SMOKE DAMPER WITH DUCT ACCESS DOOR AND DUCT MOUNTED ACTUATOR. REFER TO ELECTRICAL PLANS FOR POWER REQUIREMENTS. DYNAMIC TYPE B FIRE DAMPER WITH DUCT ACCESS DOOR. COORDINATE DAMPER RATING WITH ARCHITECTURAL WALL SCHEDULE. GORED ELBOW (OVAL DUCT) OVAL DUCT ROUND DUCT RECTANGULAR DUCT12x10 12/10 12ø LIMIT OF DEMOLITION FLEXIBLE DUCT. MAXIMUM LENGTH 6'-0". FSD SD FD MD EXISTING CONDITIONS NEW CONSTRUCTION SYMBOL DESCRIPTIONABBR. TEMPORARY WORK DEMOLITION WORK HUMIDISTAT T H LOCKING MANUAL OPPOSED BLADE BALANCING DAMPERBD DIFFUSER TAGA10 325 NUMERAL INDICATES NECK DIAMETER. AIR FLOW AT DESIGN. LETTER INDICATES DIFFUSER TYPE METHOD OF COMPLIANCE: Prescriptive Energy Cost Budget Climate Zone: Exterior Design Conditions: winter dry bulb: summer dry bulb: Interior Design Conditions: winter dry bulb: summer dry bulb: relative humidity: Building Heating Load: Building Cooling Load: Mechanical Spacing Conditioning System: Unitary: description of unit: heating efficiency: cooling efficiency: cooling output: heating output: Boiler: Chiller: Number of poles: Motor type: Minimum efficiency: Number of phases: Motor horsepower: List equipment efficiencies: No Change to Existing Systems Mechanical system motors: Mechanical Systems, Service Systems and Equipment Performance summer wet bulb: Cooling Efficiency: Heating Efficiency: Oversizing reason: Boiler output: Oversizing reason: Chiller output: 4A 18 °F 94 °F 75 °F 68 °F 76 °F 45-60% 62,300.0 Btu/h 148,300.0 Btu/h AIR COOLED (HEATING & COOLING) SINGLE PACKAGE REFER TO MECHANICAL SCHEDULES REFER TO MECHANICAL SCHEDULES REFER TO MECHANICAL SCHEDULES REFER TO MECHANICAL SCHEDULES N/A REFER TO MECHANICAL SCHEDULES N/A REFER TO MECHANICAL SCHEDULES N/A N/A REFER TO MECHANICAL SCHEDULES REFER TO MECHANICAL SCHEDULES REFER TO MECHANICAL SCHEDULES REFER TO MECHANICAL SCHEDULES REFER TO MECHANICAL SCHEDULES REFER TO MECHANICAL SCHEDULES REFER TO MECHANICAL SCHEDULES 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 2:33:35 PM C:\Users\rob.bell\Documents\513.7505.00_CU_WrestlingExpansion_M-16_rob.bell.rvt513.7505.00 10/06/17 M0.0.1 MECHANICAL GENERAL NOTES & LEGEND Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman M.GRUBBS, R.BELL NO. REASON DATE FIRE BARRIER FIRE & SMOKE BARRIER 1-HOUR 2-HOUR 3-HOUR 0.5-HOUR 1-HOUR FIRE PARTITIONFIRE WALL 2-HOUR 3-HOUR 4-HOUR 1-HOUR 2-HOUR 3-HOUR 0-HOUR 1-HOUR SMOKE BARRIERSMOKE PARTITION 1.PROVIDE BALANCING DAMPERS ON ALL BRANCH RUNOUTS TO DIFFUSERS. 2.FLEX DUCTS SHALL BE SIZED TO MATCH DIFFUSER NECK SIZE. eG eF eE.6 e10 LOUNGE 108 FITNESS 107 STOR. 106 COACH 105 CONF. 104 ASST. COACH OFFICES 103 RECEP. 102 CORRIDOR 102.1 WRESTLING GYM 101 WRESTLING GYM ADDITION 101.1 C14 600 A8 200 A8 200 A8 200 A12 425 A12 425 C15 850 C15 850 C6 100 C14 600 C12 500 C10 250 C10 250 C14 800 A12 400 A12 400 A8 150 A8 175 A8 175 A10 250 A10 250 A10 300 A10 300 A6 100 A12 425 A12 425 10"x16"14"x18"10"x18" 12"x10" 6"x10" 14"x14"18"x14"14"x14" 8"x14"18"x12"10"x12" 8"x16" 12"x18" 10"x18" 22"x18" 22"x18" 22"x18" 22"x18" 6"x8" 14"x14"10"x14" 10"x16" T RTU-1 AVG T RTU-1 AVG TRTU-2 AVG T RTU-2 AVG 03 04 04 04 -- B16x8 -- B16x8 -- XS18x10 -- XS18x10 -- XS18x10 -- XS18x10 20"ø -- XS18x10-- XS18x10 26"ø -- XS18x10 -- XS18x10 -- XR18x12 -- XR18x12 -- XR18x12 -- XR18x12 -- XR18x12 26"ø26"ø 20"ø 16"ø 16"ø 14"ø 0506 0606 06 06 06 06 07 06 SD -- B16x8 TRTU-2 AVG T RTU-2 AVG 03 -- XS18x10 -- XS18x100606 06 06 06 -- D18x12 -- D18x12 -- D18x1207070707070707 05 SD 14"ø eF eE.6 eE e10 10"x8" 8"x10" XE-10 300 XS-6 130 XE-6 100 XS-10 400 E6x6 100XS-6 125 E8x8 200 XR-8 255 XS-6 130 26"ø 24"x20"24"x20"60"x20"60"x20"12"x10"18"x18"02 02 02 02 02 02 02 eF eE.6 eE e1024"x20"24"x20" 26"ø 18"x18"12"x10"8"x8"10"x8"60"x20"01 01 01 01 01 01 01 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 2:33:37 PM C:\Users\rob.bell\Documents\513.7505.00_CU_WrestlingExpansion_M-16_rob.bell.rvt513.7505.00 06/22/17 M1.1.1 MECHANICAL DUCTWORK PLAN - LEVEL 1 Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman M.GRUBBS, R.BELL 01 AIR TERMINAL TO BE RELOCATED. CONTRACTOR SHALL RETAIN UNTIL INSTALLATION. 02 RELOCATED AIR TERMINAL. NEW FLEX DUCT SHALL MATCH DIFFUSER NECK. 03 SUPPLY AND RETURN AIR DUCT UP THROUGH ROOF TO RTU. COORDINATE OPENINGS WITH STRUCTURAL FRAMING. 04 ROUTE DUCT UP ABOVE HIGHER CEILING. 05 REMOVE EXISTING CAP AND ATTACH NEW TRANSITION TO EXISTING DUCTWORK. 06 REBALANCE ALL SUPPLY DIFFUSSERS EQUALLY IN THIS AREA. 07 REBALANCE ALL RETURN GRILLES EQUALLY IN THIS AREA. X KEY NOTES KEY PLAN GENERAL SHEET NOTES WALL RATING LEGEND 3/16" = 1'-0"M1.1.1 1A CONVOCATION AREA C - ADDITION DUCT PLAN ADDITION NOT TO SCALE EXISTING BUILDING 3/16" = 1'-0"M1.1.1 4D CONVOCATION AREA C - LOCKER ROOM DUCT PLAN 3/16" = 1'-0"M1.1.1 1D CONVOCATION AREA C - LOCKER ROOM DEMOLITION DUCT PLAN NO. REASON DATE FIRE BARRIER FIRE & SMOKE BARRIER 1-HOUR 2-HOUR 3-HOUR 0.5-HOUR 1-HOUR FIRE PARTITIONFIRE WALL 2-HOUR 3-HOUR 4-HOUR 1-HOUR 2-HOUR 3-HOUR 0-HOUR 1-HOUR SMOKE BARRIERSMOKE PARTITION eG e10 eE.6 eF eG eF eE.6 e10 01 RTU-1 RTU-2 02 02 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 2:33:37 PM C:\Users\rob.bell\Documents\513.7505.00_CU_WrestlingExpansion_M-16_rob.bell.rvt513.7505.00 06/22/17 M1.1.2 MECHANICAL PLAN - ROOF Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman M.GRUBBS, R.BELL X KEY NOTES KEY PLAN WALL RATING LEGEND 3/16" = 1'-0"M1.1.2 1A CONVOCATION AREA C - ADDITION ROOF PLAN ADDITION NOT TO SCALE EXISTING BUILDING 01 EXISTING EXHAUST FAN. REBALANCE TO PROVIDE AN ADDITIONAL 300 CFM OF EXHAUST (TOTAL EXHAUST 2225 CFM). RESHEAVE AS NECESSARY. CONTRACTOR SHALL REBALANCETHIS EXHAUST SYSTEM AS A PART OF THE TAB WORK. 02 COORDINATE EXACT ROUTING OF DUCTWORK AND PIPING DOWN INTO CEILING PLENUM BELOW WITH STRUCTURAL ELEMENTS. MAINTAIN A MINIMUM OF 15'-0" FROM THE OUTSIDE AIR INTAKE TO ANY SOURCES OF EXHAUST, INCLUDING PLUMBING VENTS. NO. REASON DATE KEYED NOTES: EQUIPMENT WITH INTEGRAL DISCONNECT SWITCH JB STARTER OR VFD MOTOR CONTROL CENTER LEGEND: BY ELECTRICAL (DIVISION 26) CONDUIT & WIRING OR CABLE BY MECHANICAL CONTRACTOR, CONTROLS CONTRACTOR, OR OTHER TRADES. IN ALL CASES THE EQUIPMENT CONTRACTOR (DIVISION 23) SHALL MAKE FINAL CONNECTIONS, START UP EQUIPMENT AND TEST EQUIPMENT. COORDINATE CONNECTIONS WITH DIV 26. IF ANY ADDITIONAL DISCONNECTS ARE REQUIRED BY NEC, IT SHALL BE PROVIDED AND INSTALLED BY THE EQUIPMENT CONTRACTOR (DIVISION 23). A COMBINATION STARTER OR VFD MAY BE USED IN LIEU OF A SEPARATE DISCONNECT SWITCH AND STARTER. FACTORY MOUNT OR LOCATE ADJACENT TO EQUIPMENT AND PROVIDED BY EQUIPMENT CONTRACTOR. A JUNCTION BOX MAY BE SHOWN ON THE ELECTRICAL PLANS FOR SOME EQUIPMENT. IF NO STARTER OR DISCONNECT IS SUPPLIED, A JUNCTION BOX SHALL BE INSTALLED ADJACENT TO EQUIPMENT. THE ELECTRICAL CONTRACTOR SHALL PROVIDE LINE SIDE WIRING TO JUNCTION BOX. LOAD SIDE WIRING WILL BE PROVIDED BY MECHANICAL CONTRACTOR OR OTHER TRADES. FOR PROJECTS UTILIZING MOTOR CONTROL CENTERS (MCC), THE STARTER, CB, OR VFD IN THE MCC ARE PROVIDED BY THE ELECTRICAL CONTRACTOR. DIVISION 26 EQUIPMENT BY MECHANICAL (DIVISION 23) GENERAL NOTES: 1.ALL POWER WIRING ASSOCIATED WITH DIVISION 23 (MECHANICAL) SHALL BE PERFORMED UNDER THE SCOPE OF WORK OF THE CONTRACTOR SUPPLYING THE EQUIPMENT AND SHALL BE COORDINATED WITH THE DIVISION 26 (ELECTRICAL) CONTRACTOR. 2.ALL POWER DISCONNECT SWITCHES, VFDS, AND SINGLE SPEED MANUAL STARTING SWITCHES ASSOCIATED WITH DIVISION 23 SHALL BE PROVIDED UNDER THE SCOPE OF WORK OF THE CONTRACTOR SUPPLYING THE EQUIPMENT AND SHALL BE COORDINATED WITH THE DIVISION 26 CONTRACTOR. 3.EXCEPT AS MAY BE INDICATED ON THE DRAWINGS AND/OR HEREINAFTER NOTED, ALL LOW VOLTAGE CONTROL WIRING, (INCLUDING ALL TEMPERATURE CONTROL WIRING, INTERLOCKING, START-STOP WIRING, TOGETHER WITH CONDUIT FOR SAME) SHALL BE PROVIDED UNDER DIVISION 23 BY THE CONTRACTOR SUPPLYING THE EQUIPMENT. THIS INCLUDES, BUT IS NOT LIMITED TO, WIRING TO LOW VOLTAGE THERMOSTATS, DAMPER MOTORS, AQUASTATS, FIRESTATS, PUSH BUTTONS, SELECTOR SWITCHES, AND CONTROL PANELS. ALL DISCONNECT SWITCHES FOR CONTROL WIRING SHALL BE PROVIDED UNDER DIVISION 23 BY THE CONTRACTOR SUPPLYING THE EQUIPMENT. 4.WORK OF DIVISION 23 SHALL INCLUDE FURNISHING AND SETTING MOTORS. 5.ALL MAGNETIC STARTERS AND OVERLOAD ELEMENTS WILL BE PROVIDED UNDER DIVISION 23 BY THE CONTRACTOR SUPPLYING THE EQUIPMENT AND SHALL BE COORDINATED WITH THE DIVISION 26 CONTRACTOR. OVERLOAD ELEMENTS IN ALL STARTERS SHALL BE SELECTED ACCORDING TO ACTUAL MOTOR NAMEPLATE FULL LOAD CURRENT. RESPONSIBILITY FOR THIS COORDINATION SHALL LIE WITH THE DIVISION UNDER WHICH THE PARTICULAR STARTER WAS FURNISHED. 6.FIRESTATS AND WALL MOUNTED THERMOSTATS WHICH INTERRUPT LINE VOLTAGE POWER CIRCUITS TO MOTORS SHALL BE PROVIDED UNDER DIVISION 23, AND ELECTRICALLY CONNECTED IN THE BRANCH CIRCUIT WIRING AS WORK OF DIVISION 26. 7.ALL POWER AND CONTROL CONDUIT ROUTED TO EXTERIOR ON-GRADE MECHANICAL EQUIPMENT SHALL BE ROUTED BELOW GRADE UNLESS OTHERWISE NOTED. COORDINATE STUB-UP LOCATIONS PRIOR TO ROUGH-IN. 8.ALL POWER AND CONTROL CONDUIT ROUTED TO ROOF MECHANICAL EQUIPMENT SHALL BE COORDINATED WITH ARCHITECT AND GENERAL CONTRACTOR TO LIMIT THE NUMBER OF ROOF PENETRATIONS. COORDINATE STUB-UP LOCATIONS PRIOR TO ROUGH-IN. DIVISION 23 (MECHANICAL) EQUIPMENT FEEDER CIRCUIT WIRING AND CONDUIT BY ELECTRICAL CONTRACTOR. 7 8 7 8 6 5 4 3 2 1 3 2 1 2 4 2 2 1 PANELBOARD/ SWITCHBOARD 8 3 55 6 1 2 3 EQUIPMENT WITHOUT INTEGRAL DISCONNECT SWITCH 2 1 3 SPLIT SYSTEM CONDENSING UNIT (EXTERIOR) 1 2 SPLIT SYSTEM EVAPORATOR UNIT (INTERIOR) 3 1 ROOF SILICONE UV STABLE SEALANT DUCT BUTLE CAULK 20 GA GALVANIZED STEEL COUNTER FLASHING SHEET METAL SCREW 8" OC LOW EXPANSION FOAM NON-SHRINK GROUT (ALL AROUND) DUCT CAULK AIR TIGHT BETWEEN SLEEVE & DUCT (TYPICAL) DUCT SLEEVE WALL UNINSULATED SILICONE CAULK CONTINUOUS BEAD PRIOR TO ANGLE BEING INSTALLED 1 1/2" X 1 1/2" X 1/8" GALVANIZED CLOSED ANGLE ALL SIDES WITH SCREWS 12" OC MINIMUM 2 PER SIDE NON-SHRINK GROUT (ALL AROUND) DUCT FIELD APPLIED DUCT INSULATION. RUN CONTINUOUS THRU WALL DUCT SLEEVE WALL INSULATED SILICONE CAULK CONTINUOUS BEAD PRIOR TO ANGLE BEING INSTALLED 1 1/2" X 1 1/2" X 1/8" GALVANIZED CLOSED ANGLE ALL SIDES WITH SCREWS 12" OC MINIMUM 2 PER SIDE MAIN DUCT STRAIGHT 3/4 D THROAT RADIUS MAY BE USED ANYWHERE 45°D-3/4 D HEEL R BRANCH DUCT BALANCING DAMPER (BD) MAIN DUCT 6" 45° BRANCH DUCT BALANCING DAMPER (BD) USE ONLY AT LAST TAKEOFF BEFORE OUTLETS & THEN ONLY WHERE RECTANGULAR RUNOUTS ARE INDICATED ON DRAWINGS MAIN DUCT 6" 45° BRANCH DUCT BALANCING DAMPER (BD)RECTANGULAR ROUND USE ONLY AT LAST TAKEOFF BEFORE OUTLETS & THEN ONLY WHERE ROUND RUNOUTS ARE INDICATED ON DRAWINGS THIS CONNECTION SHALL BE USED AT ALL BRANCHES FROM MAINS AND SUB-MAINS. BALANCING DAMPERS SHALL BE PROVIDED AS SHOWN IN ADDITION TO THOSE INDICATED ON THE PLANS. METAL STUD RECTANGULAR OR ROUND DUCTWORK SHEETMEAL SAFING ALL AROUND (MIN. 22 GA.) ACOUSTIC LINING WHERE REQUIRED SECURE SLEEVE TO SAFING SHEETMEAL SLEEVE (MIN. 22 GA.) ALL AROUND FOR DUCTS WITH EXTERNAL INSULATION DRYWALL PARTITION INSULATED TIGHT TO SLEEVE EXTERNAL INSULATION WHERE REQUIRED RECTANGULAR OR ROUND DUCTWORK CAULK ALL AROUND COUNTER FLASHING PREFABRICARED, INSULATED CURB, MOUNT AND SECURE ON WOOD NAILER.(BASE) BASE FLASHING INSULATION BUILT UP ROOF WOOD NAILER SHEETMETAL SAFING TIGHT TO DUCT CONCRETE DECK WOOD NAILER DUCT SUPPORT INSULATION WHERE REQUIRED 12" MIN. NON-SHRINK GROUT (ALL AROUND) RECTANGULAR DUCT FIELD APPLIED DUCT INSULATION. RUN CONTINUOUS THRU WALL DUCT SLEEVE BLOCK WALL INSULATED UNION REMOVABLE CAP FULL SIZE OF DRAIN CONNECTION DRAIN PAN EACH DIMENSION IS EQUAL TO FAN NEGATIVE STATIC PRESSURE APPROVED AIR CAP HEIGHT LOCAL ROOF DRAIN FLOOR DRAIN, OR FLOOR SINK. STIFFEN BLADE AS REQUIRED INSULATION DUCT INSULATION STAND-OFF DAMPER BLADE HANDLE WITH LOCKING QUADRANT INSIDE END BEARING 1/8" CLEARANCE ALL AROUND 1/2" ROUND ROD PIN OUTSIDE END BEARING SIDE ELEVATION SECTION DELETE INSULATION STAND-OFF ON DUCTWORK WITHOUT EXTERIOR INSULATION. DETAIL SHOWS SINGLE BLADE DAMPER. DAMPER INSTALLATION SHALL BE SIMILAR FOR MULTI-BLADE DAMPERS & ROUND DAMPERS. 1. 2. NOTE: DUCT COLLAR FLEX DUCT MAX. 6'-0" FLEX DUCT SIZE SHALL MATCH DIFFUSERR NECK SIZE LAY-IN T-BAR OR GWB CEILING OPPOSED BLADE DAMPER (WHEN SCHEDULED) CEILING DIFFUSER DRAW BAND WITH SILICONE SEALER MANUAL VOLUME DAMPER WITH LOCKING QUADRANT. PROVIDE ACCESS DOOR WHEN LOCATED ABOVE GWB CEILING OR OTHER INACCESSIBLE LOCATION SUPPORT STRAPS FROM CEILING TO PREVENT KINKING OR LAYING ON CEILING. SUPPLY AIR DUCT RETURN AIR DUCT ROOF CURB CONDENSATE TRAP AND DRAIN TO POWER SUPPLY CONTROL WIRING TO INDOOR THERMOSTAT FIELD SUPPLIED FUSED DISCONNECT SWITCH ECONOMIZER HOOD DUCT MOUNTED SMOKE DETECTOR (FURNISHED BY E.C., INSTALLED BY M.C., WIRED BY E.C.) 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 2:33:38 PM C:\Users\rob.bell\Documents\513.7505.00_CU_WrestlingExpansion_M-16_rob.bell.rvt513.7505.00 06/22/17 M5.0.1 MECHANICAL DETAILS Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman M.GRUBBS, R.BELL NOT TO SCALEM5.0.1 4D EQUIPMENT POWER CONNECTION DETAIL NOT TO SCALEM5.0.1 3E ROOF CURB DETAIL NOT TO SCALEM5.0.1 1C DUCT PENETRATION DETAIL NOT TO SCALEM5.0.1 4A BRANCH CONNECTION DETAILS NOT TO SCALEM5.0.1 1E DUCT PENETRATION THROUGH NON FIRE RATED WALL NOT TO SCALEM5.0.1 4C DUCT PENETRATION THROUGH ROOF NOT TO SCALEM5.0.1 6A RECTANGULAR DUCT WALL PENETRATION DETAIL NOT TO SCALEM5.0.1 6B CONDENSATE DRAIN TO TERMINATION DETAIL NOT TO SCALEM5.0.1 3D VOLUME DAMPER DETAIL NOT TO SCALEM5.0.1 6C TYPICAL DIFFUSER CONNECTION NOT TO SCALEM5.0.1 2A ROOFTOP PACKAGED HVAC UNIT DETAIL NO. REASON DATE NOTES: 1.PROVIDE UNIT WITH MANUFACTURER'S INSULATED ROOF CURB. 2.UNIT SHALL BE CAPABLE OF FULL ECONOMIZER OPERATION 3.CONNECT UNIT INTO EXISTING CONTROL SYSTEM AND BAS. COORDINATE WITH FACILITIES STAFF. ALL CONTROLS AND SENSORS SHALL BE FACTORY MOUNTED. 4.PROVIDE WITH SINGLE POINT ELECTRICAL CONNECTION AND INTEGRAL, NON-FUSED DISCONNECT. 5.ELECTRICAL CONTRACTOR SHALL FURNISH RETURN AIR SMOKE DETECTOR, TO BE INSTALLED BY MECHANICAL CONTRACTOR AND WIRED BY ELECTRICAL CONTRACTOR. 6.PROVIDE INSULATED CASE WITH R-13 INSULATION. 7.FANS SHALL BE INTERNALLY ISOLATED. 8.COIL CONDENSATE PAN SHALL BE STAINLESS STEEL CONSTRUCTION. ROUTE CONDENSATE TO NEAREST ROOF DRAIN. 9.PROVIDE MANUFACTURER'S HOT GAS REHEAT OPTION WITH HUMIDISTAT IN RETURN AIR DUCT. NOTES: 1.REFER TO ARCHITECTURAL CEILING PLANS FOR EXACT LOCATION OF ALL AIR DEVICES 2.PROVIDE MANUFACTURER'S FACE ACCESSED BALANCING DAMPER OPTION FOR ALL AIR DEVICES MOUNTED IN HARD CEILINGS. 3.PROVIDE MANUFACTURER'S INTEGRAL AIR SCOOP AND BALANCING DAMPER FOR ALL AIR DEVICES MOUNTED ON EXPOSED DUCTWORK. 4.SUBMIT MANUFACTURER'S COLOR PALLETTE FOR APPROVAL BY ARCHITECT. 5.DIFFUSERS EXPOSED IN GYM SHALL BE PROVIDED WITH MANUFACTURER'S PRIME COAT ONLY. DUCT, DIFFUSERS, AND GRILLES SHALL BE PAINTED BY GENERAL CONTRACTOR. 6.EXISTING AIR DEVICE TO BE RELOCATED, SHOWN FOR COORDINATION ONLY. AIR HANDLING UNITS: 1.THE AIR HANDLING UNITS SHALL BE PROVIDED WITH PROGRAMMABLE THERMOSTATS - REFER TO SPECIFICATIONS AND EQUIPMENT SCHEDULES. 2.IF SMOKE IS DETECTED IN THE DUCT MOUNTED SMOKE DETECTORS LOCATED IN RETURN DUCTWORK SERVING RTU-1 OR RTU-2, A SIGNAL SHALL BE SENT TO THE FACP, THE UNIT SHALL BE DE-ENERGIZED, 3.UNOCCUPIED MODE: i.THE SUPPLY FAN SHALL BE OFF AND THE OUTDOOR AIR DAMPER SHALL BE CLOSED. ii.ON A CALL FOR COOLING, THE SUPPLY FAN SHALL START AND THE SYSTEM SHALL UTILIZE INTERNAL CONTROL LOGIC TO ENERGIZE THE COMPRESSOR TO MAINTAIN SPACE TEMPERATURE. ONCE SPACE TEMPERATURE IS SATISFIED, THE SUPPLY FAN AND COMPRESSOR SHALL STOP. iii.ON A CALL FOR HEATING, THE SUPPLY FAN SHALL START AND THE SYSTEM SHALL UTILIZE INTERNAL CONTROL LOGIC TO ENERGIZE THE COMPRESSOR TO MAINTAIN SPACE TEMPERATURE. ONCE SPACE TEMPERATURE IS SATISFIED, THE SUPPLY FAN AND COMPRESSOR SHALL STOP. IF THE COMPRESSOR ALONE CANNOT MAINTAIN SPACE TEMPERATURE, THE ELECTRIC HEATING ELEMENT SHALL BE UTILIZED. iv.AN OVERRIDE SWITCH SHALL INITIATE OVERRIDE OF UNOCCUPIED MODE TO OCCUPIED MODE WHEN ACTIVATED BY THE OCCUPANT. THE OVERRIDE SHALL BE LIMITED TO 2-HOURS (ADJUSTABLE). 4.OCCUPIED MODE: i.THE SUPPLY FAN SHALL BE ON AND THE OUTDOOR AIR DAMPER SHALL BE OPEN TO MINIMUM POSITION. ii.ON A CALL FOR COOLING, THE SYSTEM SHALL UTILIZE INTERNAL CONTROL LOGIC TO ENERGIZE THE COMPRESSOR TO MAINTAIN SPACE TEMPERATURE. ONCE SPACE TEMPERATURE IS SATISFIED THE COMPRESSOR SHALL STOP. iii.ON A CALL FOR HEATING, THE SYSTEM SHALL UTILIZE INTERNAL CONTROL LOGIC TO ENERGIZE THE COMPRESSOR TO MAINTAIN SPACE TEMPERATURE. ONCE SPACE TEMPERATURE IS SATISFIED THE COMPRESSOR SHALL STOP. iv.THE ELECTRIC HEATING ELEMENT SHALL BE ENERGIZED TO SUPPLEMENT THE COMPRESSOR WHEN THE COMPRESSOR ALONE CANNOT MAINTAIN SPACE SETPOINT. PROVIDE CONTROLS TO PREVENT THE ELECTRIC HEATER FROM BEING ENERGIZED WHEN THE HEATPUMP CAN MEET THE HEATING LOAD - EXCEPT DURING DEFROST. PROVIDE ADDITIONAL CONTROLS TO PREVENT THE ELECTRIC HEATER FROM BEING ENERGIZED IF OUTDOOR AIR TEMPERATURE IS ABOVE 40°F. SEQUENCE OF OPERATION RAEA OA THSD M N.C. BI - RA SMOKE DETECTOR AI - RA HUMIDITY AI - RA TEMP M N.O.AO - MIXED AIR DAMPERS M N.C. DP AI - PREFILTER DIFFERENTIAL PRESSURE T AI - MIXED AIR TEMP T BI - FREEZESTAT BI - FAN STATUS BO - FAN START/STOP CT STARTER BO - COOLING STAGE 1 BO - HEATING STAGE 1 DX DP AI - FINAL FILTER DIFFERENTIAL PRESSURE T AI - SA TEMP ELEC BO - ELECTRIC HEATING STAGE 1 BO - ELECTRIC HEATING STAGE 2 SA H AI - MIXED AIR HUMIDITY BI - OCCUPANT OVERRIDE AI - SPACE TEMP T 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 2:33:39 PM C:\Users\rob.bell\Documents\513.7505.00_CU_WrestlingExpansion_M-16_rob.bell.rvt513.7505.00 06/22/17 M6.0.1 MECHANICAL SCHEDULES AND CONTROL DIAGRAM Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman M.GRUBBS, R.BELL DIFFUSERS, REGISTERS, & GRILLES SCHEDULE MARK SERVICE AIR PERFORMANCE CONSTRUCTION MANUFACTURER MODEL NOTES MINIMUM FLOW MAXIMUM FLOW PRESSURE DROP THROW AT 100 FPM SOUND RATING (NC)MOUNTING FACE TYPE NECK SIZE FACE SIZE MATERIAL COLOR A6 SUPPLY 80 CFM 140 CFM 0.03 in-wg 3' - 0" 15 SURFACE SQUARE PLAQUE 6" 24"x24" ALUMINUM WHITE PRICE ASPD 1-2, 4 A8 SUPPLY 140 CFM 245 CFM 0.06 in-wg 4' - 0" 15 SURFACE SQUARE PLAQUE 8" 24"x24" ALUMINUM WHITE PRICE ASPD 1-2, 4 A10 SUPPLY 220 CFM 380 CFM 0.09 in-wg 6' - 0" 18 SURFACE SQUARE PLAQUE 10" 24"x24" ALUMINUM WHITE PRICE ASPD 1-2, 4 A12 SUPPLY 315 CFM 550 CFM 0.13 in-wg 7' - 0" 21 SURFACE SQUARE PLAQUE 12" 24"x24" ALUMINUM WHITE PRICE ASPD 1-2, 4 B16x8 SUPPLY 155 CFM 260 CFM 0.02 in-wg 23' - 0" 15 SIDEWALL DOUBLE DEFLECTION 16"x8" 18"x10" ALUMINUM WHITE PRICE 620-D C6 RETURN 15 CFM 100 CFM 0.04 in-wg 0" 15 SURFACE PERFORATED FACE 6"ø 24"x24" ALUMINUM WHITE PRICE APDDR 1-2, 4 C10 RETURN 110 CFM 275 CFM 0.04 in-wg 0" 15 SURFACE PERFORATED FACE 10"ø 24"x24" ALUMINUM WHITE PRICE APDDR 1-2, 4 C12 RETURN 150 CFM 400 CFM 0.04 in-wg 0" 15 SURFACE PERFORATED FACE 12"ø 24"x24" ALUMINUM WHITE PRICE APDDR 1-2, 4 C14 RETURN 200 CFM 515 CFM 0.04 in-wg 0" 15 SURFACE PERFORATED FACE 14"ø 24"x24" ALUMINUM WHITE PRICE APDDR 1-2, 4 C15 RETURN 245 CFM 610 CFM 0.04 in-wg 0" 15 SURFACE PERFORATED FACE 15"ø 24"x24" ALUMINUM WHITE PRICE APDDR 1-2, 4 D18x12 RETURN 270 CFM 540 CFM 0.06 in-wg 0" 21 SIDEWALL LOUVERED 18"x12" 20"x14" ALUMINUM PRIME COAT PRICE 635-D 1, 3, 5 E6x6 EXHAUST 15 CFM 125 CFM 0.04 in-wg 0" 15 SURFACE PERFORATED FACE 6"x6" 24"x24" ALUMINUM WHITE PRICE APDDR 1-2, 4 E8x8 EXHAUST 15 CFM 225 CFM 0.04 in-wg 0" 15 SURFACE PERFORATED FACE 8"x8" 24x24 ALUMINUM WHITE PRICE APDDR XE-6 EXHAUST 15 CFM 125 CFM 0.04 in-wg 0" 15 SURFACE PERFORATED FACE 6"x6" 24"x24" ALUMINUM WHITE PRICE APDDR 6 XE-10 EXHAUST 140 CFM 350 CFM 0.04 in-wg 0" 15 SURFACE PERFORATED FACE 10"x10" 24"x24" ALUMINUM WHITE PRICE APDDR 6 XR-8 RETURN 70 CFM 175 CFM 0.04 in-wg 0" 15 SURFACE PERFORATED FACE 8"ø 24"x24" ALUMINUM WHITE PRICE APDDR 6 XS-6 SUPPLY 80 CFM 140 CFM 0.03 in-wg 3' - 0" 15 SURFACE SQUARE PLAQUE 6" 24"x24" ALUMINUM WHITE PRICE ASPD 6 XS-10 SUPPLY 220 CFM 380 CFM 0.09 in-wg 6' - 0" 18 SURFACE SQUARE PLAQUE 10" 24"x24" ALUMINUM WHITE PRICE ASPD 6 PACKAGED ROOFTOP UNIT SCHEDULE - HEAT PUMP MARK COMPRESSOR DATA PERFORMANCE DATA SOUND RATING SUPPLY FAN EVAPORATOR COIL AUXILIARY HEAT AIR FILTRATION ELECTRICAL DATA MANUFACTURER MODEL NOTES TYPE QUANTITY HP REFRIGERANT TYPE COOLING STAGES EER COP PEAK AIRFLOW VENTILATION AIRFLOW ESP TYPE MOTOR VFD/ECM? COOLING OPERATION HEAT PUMP OPERATION POWER STAGES PREFILTER FINAL FILTER VOLTAGE PHASE FREQUENCYTOTAL CAPACITY SENSIBLE CAPACITY ENTERING AIR LEAVING AIR TOTAL HEATING CAPACITY AIR TEMPERATURE EFFICIENCY TYPE EFFICIENCY TYPEDB WB DB WB ENTERING DB LEAVING DB RTU-1 SCROLL 1 7.3 hp R-410A 1 11.1 3.4 89 2400 CFM 220 CFM 1.00 in-wg FC CENTRIFUGAL 1 hp No 94,800.0 Btu/h 54,100.0 Btu/h 75 °F 62 °F 55 °F 52 °F 92,100 Btu/h 68 °F 77 °F 27 kW 2 MERV 8 PLEATED MERV 13 PLEATED 480 V 3 60 Hz TRANE WSC-090 1-8 RTU-2 SCROLL 1 7.3 hp R-410A 1 11.1 3.4 89 2400 CFM 350 CFM 1.00 in-wg FC CENTRIFUGAL 1 hp No 94,800.0 Btu/h 54,100.0 Btu/h 75 °F 62 °F 55 °F 52 °F 92,100 Btu/h 68 °F 77 °F 27 kW 2 MERV 8 PLEATED MERV 13 PLEATED 480 V 3 60 Hz TRANE WSC-090 1-8 NOT TO SCALEM6.0.1 2 PACKAGED ROOFTOP HEAT PUMP CONTROLS SCHEMATIC NO. REASON DATE COMMUNICATIONS OUTLETS: TELE/DATA OUTLETS ABOVE COUNTER TOPS LIGHT SWITCHES/OCCUPANCY WALL SWITCHES ABOVE 36" COUNTER TOPS GENERAL RECEPTACLES: UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED 48" 44" SAME AS ADJACENT RECEPTACLE 44" 18" (DISTANCE FROM FINISHED FLOOR TO CENTER OF DEVICE, UNLESS OTHERWISE NOTED) CABLE TV OUTLETS SAME AS ADJACENT RECEPTACLE ABOVE OR ADJACENT TO LAVATORIES UNLESS OTHERWISE NOTED44" BEHIND REFRIGERATORS UNLESS OTHERWISE NOTED52" BEHIND WASHERS/DRYERS UNLESS OTHERWISE NOTED44" NOTE: FOR ALL DEVICES LOCATED IN CMU WALL, INSTALL BOXES AS FOLLOWS: THE TOP OF THE BOX SHALL MATCH THE TOP OF THE BLOCK COURSING. MOUNT BOXES AT 48" TO TOP FOR SWITCHES AND 16" TO BOTTOM OF BOXES FOR OUTLETS. WHERE OUTLETS ARE SHOWN TO BE MOUNTED HIGH, ADJUST HEIGHT AS REQUIRED TO TOP OF BLOCK COURSING. A AMPERES AC ALETERNATING CURRENT OR ABOVE COUNTER A/E ARCHITECT/ENGINEER AF AMPERE FRAME AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHJ AUTHORITY HAVING JURISDICTION AHU AIR HANDLING UNIT ANSI AMERICAN NATIONAL STANDARDS INSTITUTES, INC. AT AMPERE TRIP ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE BAS BUILDING AUTOMATION SYSTEM BC BARE COPPER BPS BOLTED PRESSURE SWITCH C CONDUIT CB CIRCUIT BREAKER CBM CERTIFIED BALLAST MANUFACTURERS CATV COMMUNITY ANTENNA TELEVISION CCTV CLOSED CIRCUIT TELEVISION cd CANDELA RATING CFL COMPACT FLUORESCENT CKT CIRCUIT CLG CEILING CT CURRENT TRANSFORMER CU COPPER DB DIRECT BURIAL dBA DECIBEL LEVEL DC DIRECT CURRENT DISP GARBAGE DISPOSAL DN DOWN DWG DRAWING E.C.ELECTRICAL CONTRACTOR EC EMPTY CONDUIT EF EXHAUST FAN EG EQUIPMENT GROUND ELBU EMERGENCY LIGHTING BATTERY UNIT EM EMERGENCY EMR EQUIPMENT MANUFACTURER REQUIREMENT EMT ELECTRIC METALLIC TUBING ETR EXISTING TO REMAIN EUH ELECTRIC UNIT HEATER EWC ELECTRIC WATER COOLER EX EXISTING F FUSE FA FIRE ALARM FAAP FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL FCU FAN COIL UNIT FDAS FIRE DETECTION ALARM SYSTEM FLUOR FLUORESCENT FPVAV FAN POWERED VARIABLE AIR VOLUME BOX G.C.GENERAL CONTRACTOR GF,GFI GROUND FAULT CIRCUIT INTERRUPTER GFR GROUND FAULT RELAY G, GND GROUND HH HANDHOLE HOA HAND OFF AUTOMATIC HP HORSEPOWER HZ HERTZ IG ISOLATED GROUND IMC INTERMEDIATE METAL CONDUIT JB JUNCTION BOX KCMIL THOUSAND CIRCULAR MILS KW KILOWATT KV KILO VOLT KVA KILO VOLT-AMPERE L LOCKING LCP LIGHTING CONTROL PANEL LV LOW VOLTAGE MATV MASTER ANTENNA TELEVISION M.C.MECHANICAL CONTRACTOR MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MDP MAIN DISTRIBUTION PANEL MDS MAIN DISTRIBUTION SWITCHBOARD MLO MAIN LUGS ONLY MH MANHOLE MSP MOTOR STARTER PANEL MT MOUNT MTS MANUAL TRANSFER SWITCH MHT MOUNTING HEIGHT MV MEDIUM VOLTAGE MW MICROWAVE N NEUTRAL NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NIC NOT IN CONTRACT NF NON FUSED NFPA NATIONAL FIRE PROTECTION ASSOCIATION NL NIGHT LIGHT NO NORMALLY OPEN NTS NOT TO SCALE PA PUBLIC ADDRESS PB PULLBOX PH.PHASE P POLE PNL PANLEBOARD PT POTENTIAL TRANSFORMER PWR POWER Q QUARTS RESTRIKE LAMP R RACEWAY REC.RECEPTACLE RECEPT. REF REFRIGERATOR RL RELOCATE EXISTING RM ROOM RMC RIGID METAL CONDUIT RS RAPID START RV REMOVE EXISTING SA SURGE ARRESTOR SN SOLID NEUTRAL SPD SURGE PROTECTION DEVICE SS SAFETY SWITCH SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR TTB TELEPHONE TERMINAL BOARD TTC TELEPHONE TERMINAL CABINET TEL TELEPHONE TV TELEVISION TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR TYP TYPICAL UC UNDER COUNTER UH UNIT HEATER UL UNDERWRITERS' LABORATORIES, INC. UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY V VOLTS VP VAPOR PROOF VAV VARIABLE AIR VOLUME BOX VFD VARIABLE FREQUENCY DRIVE W WIRE, WATTS WAP WIRELESS ACCESS POINT WH WATER HEATER WP WEATHERPROOF XFMR TRANSFORMER METHOD OF COMPLIANCE: ELECTRICAL SYSTEM AND EQUIPMENT PerformanceEnergy Code: PerformanceASHRAE 90.1: SEE LIGHTING FIXTURE SCHEDULElamp type required in fixture minimum exterior source efficacy specified vs allowed 506.2.3 Energy Recovery Ventilation System 506.2.2 Reduced Lighting Power Density 506.2.1 More Efficient Mechanical Equipment Additional Prescriptive Compliance total interior wattage specified vs allowed (whole building or space by space) total wattage per fixture number of ballasts in fixture ballast type used in the fixture number of lamps in fixture 506.2.5 On-Site Supply of Renewable Energy 506.2.4 Higher Efficiency Service Water Heating MIN. 60 LUMENS/WATT Lighting schedule SEE LIGHTING FIXTURE SCHEDULE SEE LIGHTING FIXTURE SCHEDULE SEE LIGHTING FIXTURE SCHEDULE SEE LIGHTING FIXTURE SCHEDULE 10,645 WATTS / 6792 WATTS 506.2.6 Automatic Daylighting Control Systems ALL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NFPA 70 - 2014 EDITION), THE NATIONAL FIRE ALARM CODE (NFPA 72), THE NATIONAL LIFE SAFETY CODE (NFPA 101), THE AMERICANS WITH DISABILITIES ACT (ADA), ALL OTHER APPLICABLE LOCAL, STATE, AND NATIONAL CODES, AND ALL AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY SUCH FEES AS MAY BE NECESSARY FOR INSPECTIONS, TESTS, AND OTHER SERVICES NEEDED FOR THE COMPLETION OF WORK. IT IS THE INTENT OF THESE DRAWINGS AND OTHER RELATED DOCUMENTS TO PRODUCE A COMPLETE AND FUNCTIONING ELECTRICAL SYSTEM. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND OTHER SERVICES AS MAY BE NECESSARY TO ACHIEVE THIS PRODUCT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF THE ENGINEER ANY DISCREPANCIES IN THE PLANS AND SPECIFICATIONS THAT WILL AFFECT THE WORK, PRIOR TO SUBMISSION OF THE PRICE. ALL MATERIAL SHALL BE NEW AND BEAR THE UL LABEL INDICATING THE LISTING FOR ITS INSTALLED APPLICATION. CONTRACTOR SHALL UTILIZE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF LIGHTING FIXTURES AND ALL OTHER LIGHTING/ELECTRICAL/SPECIAL SYSTEMS CEILING DEVICES. CONTRACTOR SHALL UTILIZE MECHANICAL/PLUMBING PLANS FOR EXACT LOCATIONS OF ALL MECHANICAL/PLUMBING EQUIPMENT. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS EXCEPT WHERE DIMENSIONS ARE SHOWN. CONTRACTOR TO CONSULT PLANS OF ALL OTHER TRADES FOR COORDINATION AND FOR RELATED AND ADJOINING WORK. CONTRACTOR TO CONSULT ARCHITECTURAL AND STRUCTURAL PLANS AND DETAILS FOR CONSTRUCTION TYPE, HEADROOM, CEILINGS, FINISHES, ETC. CONTRACTOR TO COORDINATE ALL CONDUITS AND ELECTRICAL DEVICES/BOXES WITH ARCHITECT AS RELATED TO WALL CONSTRUCTION TYPE PRIOR TO INSTALLATION. ALL CONDUCTORS IN ELECTRICAL SYSTEM SHALL BE NO. 12 AWG COPPER MINIMUM UNLESS SPECIFICALLY LABELED OTHERWISE OR AS REQUIRED BY SPECIFICATIONS OR CODE. THE CORRECT NUMBER OF WIRES MAY NOT BE INDICATED FOR ALL CIRCUITS, ONLY THOSE WHERE CLARIFICATION IS NECESSARY. THE CONTRACTOR SHALL PROVIDE ALL WIRES NECESSARY FOR THE PROPER FUNCTION OF THE SYSTEM. ALL EMPTY CONDUIT RUNS IN EXCESS OF 10 FEET SHALL BE PROVIDED WITH A PULL STRING OR FISH TAPE. RACEWAYS SHALL BE CONCEALED IN FINISHED SPACES AND AS PER SPECS. WHERE APPLICABLE, EXPOSED CONDUITS MOUNTED TO STRUCTURE SHALL BE RUN AS INCONSPICUOUSLY AS POSSIBLE, AND SHALL BE PAINTED TO MATCH SURFACE TO WHICH THEY ARE MOUNTED. CONDUITS SHALL RUN PARALLEL TO BUILDING LINES. ALL EXPOSED JUNCTION BOXES SHALL BE WEATHERPROOF, WITH NO KNOCKOUT. ALL DEVICES INDICATED AS REQUIRING AN ISOLATED GROUND CONNECTION SHALL BE SERVED VIA A BRANCH CIRCUIT CONTAINING AN INSULATED ISOLATED GROUND CONDUCTOR IN ADDITION TO AN INSULATED EQUIPMENT GROUNDING CONDUCTOR. THE ISOLATED GROUND CONDUCTOR SHALL BE CONNECTED TO THE ISOLATED GROUND BUS IN THE PANELBOARD SERVING THE DEVICE. PROVIDE "LOCKING" TYPE DEVICES ON ALL CIRCUIT BREAKERS THAT WILL SERVE EMERGENCY LIGHTING, SIGNS, FIRE ALARM SYSTEMS, AND SECURITY SYSTEMS. PROVIDE COMPLIANCE WITH ANSI A117.1 FOR ADA REQUIREMENTS. CONTRACTOR SHALL INCREASE WIRE SIZE AS REQUIRED TO MAINTAIN A 5-PERCENT WORST CASE VOLTAGE DROP, FROM SERVICE ENTRANCE TO FURTHEST DEVICE. FOR MULTI-WIRE BRANCH CIRCUITS, CIRCUITS MUST BE PROVIDED WITH A MEANS TO DISCONNECT ALL PHASE CONDUCTORS SIMULTANEOUSLY AT THE POINT OF ORIGINATION. IN COMPLIANCE WITH NFPA 70:210.4 (A) AND (B), MULTIWIRE BRANCH CIRCUITS, PROVIDE FOR ALL CIRCUITS IN EACH MULTI- WIRE CIRCUIT TO BE CONNECTED TO SINGLE POLE BRANCH BREAKERS THAT ARE ADJACENT AND CONSECUTIVELY STACKED IN THE PANEL, AND PROVIDE A HANDLE-TIE ON EACH GROUP OF SINGLE POLE BRANCH BREAKERS FORMING A MULTI-WIRE CIRCUIT. IN COMPLIANCE WITH NFPA 70:210.4 (D), MULTI-WIRE BRANCH CIRCUITS, PROVIDE FOR ALL CIRCUIT CONDUCTORS OF EACH MULTI-WIRE BRANCH CIRCUIT TO BE GROUPED AND TIED TOGETHER IN AT LEAST ONE LOCATION IN THE PANEL, UNLESS GROUPING IS OBVIOUS BY THE CONDUIT ENTRANCE. MULTI-WIRE BRANCH CIRCUITS SHALL ONLY SERVE SINGLE POLE LINE-TO-NEUTRAL LOADS. PROVIDE A #10 NEUTRAL CONDUCTOR FOR ALL MULTI-WIRE RECEPTACLE BRANCH CIRCUITS. POWER RATINGS INDICATED ON DRAWINGS MAY DIFFER FROM THE ACTUAL EQUIPMENT FURNISHED. IF FURNISHED EQUIPMENT DIFFERS FROM RATINGS ON THE DRAWINGS, CONTRACTOR SHALL NOTIFY ENGINEER FOR APPROPRIATE ACTION TO BE TAKEN. HORSEPOWER RATINGS INDICATED ON DRAWINGS MAY DIFFER FROM THE ACTUAL EQUIPMENT FURNISHED. IF FURNISHED EQUIPMENT DIFFERS FROM RATINGS ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY ENGINEER FOR APPROPRIATE ACTION TO BE TAKEN. PROVIDE APPROVED "HACR" TYPE CIRCUIT BREAKERS FOR ALL HEATING, AIR CONDITIONING, AND REFRIGERATION EQUIPMENT THAT IS INDICATED FOR CONNECTION ON THE ELECTRICAL DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER SIZING OF ALL MOTOR OVERLOAD DEVICES IN STARTERS, BASED ON ACTUAL NAMEPLATE RATINGS ON THE MOTORS BEING INSTALLED. CONTRACTOR SHALL NOTE UL LABELS ON PACKAGE-TYPE MECHANICAL EQUIPMENT. IF UL LABEL ON MECHANICAL EQUIPMENT CALLS FOR THE OVERCURRENT PROTECTIVE DEVICE TO BE FUSES, THE CONTRACTOR SHALL PROVIDE A FUSED DISCONNECT SWITCH WITH PROPERLY SIZED FUSES AT THE SWITCH LOCATION INDICATED ON THE DRAWINGS. CONTRACTOR SHALL VERIFY WIRE SIZES, FUSE RATINGS, AND CIRCUIT BREAKER RATINGS FOR ALL HVAC EQUIPMENT, AND SHALL BRING TO THE ATTENTION OF THE ENGINEER ANY DISCREPANCIES AFFECTING THE WORK, PRIOR TO PROCEEDING. ALL ELECTRIC DRINKING FOUNTAINS SHALL BE PROTECTED WITH GROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION. PROVIDE GFCI TYPE CIRCUIT BREAKERS FEEDING ELECTRIC DRINKING FOUNTAINS (EWC). ALL EXTERIOR RECEPTACLES SHALL BE LISTED WEATHER-RESISTANT TYPE, BE GFI PROTECTED AND HAVE AN ENCLOSURE/COVERPLATE THAT IS WEATHERPROOF (WITH THE ATTACHMENT PLUG CAP INSERTED OR REMOVED). REFER TO SPECIFICATIONS. ALL DEVICES (INCLUDING LIGHT SWITCH BOXES, ELECTRICAL OUTLET BOXES, AND FIRE ALARM PULL STATIONS) SHALL NOT BE RECESSED INTO THE OUTER MEMBRANE OF EXIT STAIR ENCLOSURES. LOCATE THESE DEVICES AS REQUIRED. THERE SHALL BE NO PENETRATIONS INTO AND OPENINGS THROUGH AN EXIT ENCLOSURE ASSEMBLY PER NFPA 101: 7.1.3.2.1(9). ALL 125V, SINGLE PHASE, 15- AND 10-AMPERE RECEPTACLES INSTALLED IN THE LOCATIONS SPECIFIED BELOW SHALL HAVE GROUND-FAULT CIRCUIT- INTERRUPTER PROTECTION FOR PERSONNEL: BATHROOMS, KITCHENS, BREAKROOMS, WITHIN 6' FEET OF SINKS, AND DISHWASHERS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. WALL-MOUNTED OCCUPANCY SENSOR WITH (1) BUTTON, ON/OFF. EATON MODEL# OSP10M.M LV LV1 DECORATOR SWITCH, ON/OFF. EATON MODEL# 7601. EXTERIOR LIGHTING FIXTURE, POST TOP MOUNTED OR BOLLARD, SUBSCRIPT INDICATES TYPE (SEE LIGHTING FIXTURE SCHEDULE) EXTERIOR POLE MOUNTED LIGHTING FIXTURE, SUBSCRIPT INDICATES TYPE (SEE LIGHTING FIXTURE SCHEDULE) WALL-MOUNTED OCCUPANCY SENSOR WITH RAISE/LOWER DIMMING. EATON MODEL# OS10D7.M1 DIMMER SWITCH, ALL ON/ALL OFF/RAISE/LOWER. EATON MODEL# WBSD-010DEC-C1. T 30/3 3 3 30/3/3R 30/3/30/3R - PB J J J J ******J CP MOTOR STARTER OR CONTROLLER. SUBSCRIPT INDICATES NEMA MOTOR SIZE. COMBINATION MOTOR STARTER. FUSE SIZE AS INDICATED ON DRAWINGS. SUBSCRIPT INDICATES NEMA MOTOR SIZE MOTOR CONNECTION - HP AS INDICATED DRY-TYPE DISTRIBUTION TRANSFORMER; FLOOR MTD or TRAPEZE / WALL HUNG AS INDICATED ON PLANS AV JUNCTION BOX, CEILING-MOUNTED AND WALL-MOUNTED RESPECTIVELY BRANCH CIRCUIT CONDUIT CONCEALED IN CEILING OR WALL (OR EXPOSED, WHERE BRANCH CIRCUIT CONDUIT CONCEALED IN FLOOR OR UNDERGROUND DUPLEX RECEPTACLE MOUNTED HIGH, ABOVE COUNTER / BACKSPLASH OR AS INDICATED HOMERUN TO PANELBOARD - NUMBER OF ARROWS INDICATES NUMBER OF CIRCUITS QUADRAPLEX RECEPTACLE, 20 AMP, 120V CONCEALMENT IS NOT POSSIBLE) CONDUIT TURNED UP CONDUIT TURNED DOWN 480Y/277V PANELBOARD 208Y/120V PANELBOARD SERVICE OR EQUIPMENT GROUND POWER: PULLBOX GENERAL: REPRESENTS FACE. PROVIDE WITH ARROWS AS INDICATED EXIT SIGN, SINGLE-FACED AND DOUBLE-FACED RESPECTIVELY. SHADED AREA LIGHTING: DEDICATED WALL PHONE OUTLET, MOUNTED AT 44" AFF SAME AS EXCEPT MOUNTED HIGH ABOVE COUNTER / BACKSPLASH, OR HEIGHT INDICATED QUADRAPLEX RECEPTACLE MOUNTED ABOVE COUNTER OR BACKSPLASH FUSED SAFETY SWITCH. SUBSCRIPT, IF USED, INDICATES AMPERAGE RATING/POLES/FUSE SIZE/NEMA RATING NON-FUSED SAFETY SWITCH. SUBSCRIPT, IF USED, INDICATES AMPERAGE RATING/POLES/NEMA RATING CIRCUIT BREAKER MOUNTED IN ENCLOSURE. FLUSH-MOUNTED OR SURFACE-MOUNTED AS NOTED. SUBSCRIPT, IF USED, INDICATES TRIP RATING/POLES. AIC RATING AS INDICATED ON DRAWINGS 4" SQUARE BOX WITH SINGLE-GANG OPENING AND PLASTER RING FOR A/V WITH 1-1/2"C STUBBED OUT ABOVE NEAREST ACCESSIBLE CEILING, OR AS INDICATED ON DRAWINGS. TERMINATE CONDUIT WITH PLASTIC PROTECTIVE RING AND PROVIDE PULL STRING CEILING MOUNTED OCCUPANCY SENSOR. EATON MODEL# OAC-DT-2000-R. COMBINATION TELEPHONE/DATA OUTLET. PROVIDE SINGLE-GANG BOX 18" AFF UON AND 1"C STUBBED OUT ABOVE ACCESSIBLE CEILING WITH PULLSTRINGS. PROVIDE 6-PORT RJ-45 ** TYPICAL FOR ALL COMMUNICATIONS OUTLETS: TP = TAMPERPROOF C = CEILING MOUNTED SUBSCRIPT, IF SHOWN, INDICATES # OF RJ-45 CONNECTIONS DUPLEX RECEPTACLE, 20 AMP, 120V LUMINAIRE, SUBSCRIPT INDICATES TYPE (SEE LIGHTING FIXTURE SCHEDULE) SC CONNECTION TO CEILING MOUNTED PROJECTION SCREEN. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MANUFACTURER'S INSTALLATION REQUIREMENTS PRIOR TO ROUGH-IN ** TYPICAL FOR ALL RECEPTACLES: GFI = GROUND FAULT INTERRUPTER TYPE T = TVSS WP = WEATHERPROOF EWC = ELECTRIC WATER COOLER IG = ISOLATED GROUND TP = TAMPERPROOF TV = POWER FOR TELEVISION USB = DUPLEX WITH (2) USB PORTS CR SINGLE-GANG BOX FOR CARD READER WITH 1/2"C, REFER TO DETAIL 5/E5.1.2 FOR ADDITIONAL POWER REQUIREMENTS FLUSH MOUNTED FLOOR DEVICE WITH NUMBER OF RECEPTACLES AS INDICATED, BLACK FINISH,SUBSCRIPT INDICATES TYPE. WHERE REQUIRED PROVIDE (1) 2" FOR A/V, (1) 3/4" FOR POWER AND (1) 1-1/4" FOR TELE/DATA TYPE A1: FLOOR BOX WITH AV PROVISIONS, TWO DUPLEX RECEPTACLES, AND DATA CONNECTIONS: LEGRAND (BASIS OF DESIGN) WIREMOLD #RFB9-OG WITH (2) #RFB119-SD, (2) #RFB119-SGFI, (2) #RFB119-AAP, (1) #RFB119-SB AND (1) RFB119CTCBK OR APPROVED EQUAL BY HUBBELL OR LEVITON. DROP CORD RECEPTACLE - SUBSCRIPT INDICATES AMPERAGE/NEMA RATING; RECEPTACLE TO HANG AT 8'-0" AFF UON PROJECTOR CEILING BOX WITH RECEPTACLES, REMOVABLE SHELVES, PROJECTOR MOUNT; WIREMOLD #ECB2SP-RLNK OCC THREE WAY SWITCH (LOWERCASE SUBSCRIPT, IF SHOWN, INDICATES FIXTURE CONTROLLED)3a FOUR WAY SWITCH, EATON MODEL# 1224.4a DAYLIGHT DIMMING SENSORDDS WALL MOUNTED OCCUPANCY SENSOR, SEE SPECIFICATIONS PHOTOCELL AND RELAYDEDICATED RECEPTACLE, SUBSCRIPT INDICATES AMPERAGE/NEMA RATING SWITCHED RECEPTACLE TRACK LIGHTING, LENGTH AS SHOWN ON DRAWINGS, QUANTITY OF HEADS AS SHOWN ON DRAWINGS EMERGENCY BATTERY PACK UNIT COMBINATION EXIT/ EMERGENCY BATTERY PACK UNIT POWER PACKPP*PC TYPICAL CIRCUITING: PP-5 HP-5 F2 CIRCUIT DESIGNATION FIXTURE TYPE CIRCUIT DESIGNATION TYPICAL LIGHT FIXTURE TYPICAL RECEPTACLE OR DEVICE 5 a SWITCH DESIGNATION (IF MORE THAN ONE SWITCH IN ROOM/AREA) OR OR ALL F2 5HP-5 *FIXTURE TYPE APPLICABLE TO ROOM CIRCUIT DESIGNATION*P D FURNITURE SYSTEMS POWER FEED, FLOOR MOUNTED, # OF CIRCUITS AS SHOWN ON PLANS, WIREMOLD FURNITURE FEED 4FFATCA, PROVIDE CAT6 CABLES AS REQUIRED FOR FURNITURE SYSTEMS. PROVIDE BUILDING STANDARD BACK TO NEAREST IT ROOM PFURNITURE SYSTEMS POWER FEED, THRU-WALL, # OF CIRCUITS AS SHOWN ON PLANS DFURNITURE SYSTEMS DATA FEED, WALL MOUNTED SINGLE GANG BOX, PROVIDE CAT6 CABLES AS REQUIRED TO FURNITURE SYSTEMS, PER BUILDING STANDARD BACK TO NEAREST IT ROOM COAX OUTLET. PROVIDE SINGLE-GANG BOX 18" AFF UON AND 1"C STUBBED OUT ABOVE ACCESSIBLE CEILING WITH PULLSTRINGS. D C CEILING MOUNTED DUPLEX RECEPTACLE, 20 AMP, 120V OC or DS or WR = WEATHER RESISTANT COMMUNICATIONS: REF = REFRIGERATOR MW = MICROWAVE UC = UNDERCOUNTER FACEPLATE. 3LV 3 WAY DECORATOR SWITCH, ON/OFF. EATON MODEL# 7603. CONTRACTOR SHALL VISIT THE SITE AND EXAMINE CONDITIONS OF THE PREMISES AND THE CHARACTER AND EXTENT OF WORK REQUIRED, PRIOR TO SUBMITTING PRICING. ANY DIFFICULTIES IN COMPLYING WITH THE DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER, BEFORE BEGINNING WORK. ALL WORK SHALL BE DONE AT SUCH TIMES AND IN SUCH A MANNER AS WILL LEAST INTERFERE WITH THE MAINTENANCE AND OPERATION OF ALL RELATED OR AFFECTED SYSTEMS. ALL POWER OUTAGES SHALL BE COORDINATED WITH OWNER. EXISTING BOXES, CONDUIT, AND WIRING SHALL BE REUSED TO FURTHEST EXTENT PRACTICAL. SUPPLEMENT WHERE NEEDED. WHERE EXISTING CIRCUITS ARE EXTENDED TO SERVE NEW OR RELOCATED DEVICES OR FIXTURES, PROVIDE TYPE AND SIZE OF CONDUCTORS TO MATCH EXISTING. EXISTING CIRCUITING SHALL BE FIELD VERIFIED AND ADJUSTMENTS SHALL BE MADE, IF NECESSARY, TO THE CIRCUITING SHOWN ON THE PLANS AS REQUIRED BY FIELD CONDITIONS. WHERE ELECTRICAL WORK PENETRATES EXISTING FIRE-RATED BARRIERS (WALLS, FLOORS, AND CEILINGS), SEAL OPENING AROUND ELECTRICAL WORK WITH U.L. LISTED FIRE STOPPING MATERIAL TO MAINTAIN THE FIRE RATING OF THE BARRIER. 1. 2. 3. 4. 5. 6. REMOVE ALL EXISTING FIXTURES, WIRING DEVICES, ELECTRICAL EQUIPMENT AND BRANCH CIRCUIT WIRING, AS REQUIRED BY THE ARCHITECTURAL DEMOLITION WORK IN THE AREA TO BE RENOVATED. REMOVE WIRING BACK TO THE NEAREST POINT OF USAGE (SOURCE OF VOLTAGE). FOR ITEMS TO BE REMOVED, REMOVE THE ENTIRE ELECTRICAL INSTALLATION, INCLUDING ALL ASSOCIATED CONDUIT, JUNCTION BOXES, WIRING AND FITTINGS, INCLUDING CABLING AND SUPPORTS, SURFACE RACEWAY, ETC. REUSE EXISTING BOXES AND CONDUIT WHERE PRACTICAL. ALL CONDUIT NOT TO BE REUSED SHALL BE REMOVED. WHERE EXISTING FIXTURES, WIRING DEVICES, AND ELECTRICAL EQUIPMENT ARE REMOVED, RECONNECT CIRCUITING AS REQUIRED TO MAINTAIN CONTINUITY TO OUTLETS REMAINING ON THE CIRCUIT WITHIN OCCUPIED SPACES. WHERE REQUIRED BY NEW CONSTRUCTION, PROVIDE EXTENSION RINGS, COVERPLATES, OR ACCESS PLATES AS REQUIRED TO MAINTAIN ACCESS TO EXISTING WIRING. FIELD VERIFY LOCATIONS OF EXISTING OUTLETS. WHERE NEW CONSTRUCTION CONFLICTS WITH EXISTING OUTLETS, REMOVE WIRING DEVICES OR RELOCATE FIXTURES AS REQUIRED. WHERE EXISTING WIRING DEVICES ARE REMOVED AND JUNCTION BOXES ARE NOT REUSED, PROVIDE BLANK COVERPLATES. WHERE EXISTING CIRCUITS ARE EXTENDED TO SERVE NEW OR RELOCATED DEVICES OR FIXTURES, PROVIDE TYPE AND SIZE OF CONDUCTORS TO MATCH. PROVIDE CUTTING AND PATCHING AS REQUIRED VERIFY EXTENT OF NEW AND EXISTING PARTITIONS WITH ARCHITECTURAL DRAWINGS. EXISTING CIRCUITING SHALL BE FIELD VERIFIED AND ADJUSTMENTS SHALL BE MADE IF NECESSARY TO THE CIRCUITING SHOWN ON THE PLANS, AS REQUIRED BY FIELD CONDITIONS. 1. 2. 3. 4. 5. 6. 7. 8. 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 4:23:40 PM C:\Users\brenden.elliott\Documents\513.7505.00_CU_WrestlingExpansion_E-16_brenden.elliott.rvt513.7505.00 10/6/17 E0.0.0 ELECTRICAL COVERSHEET Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman LITTLE GENERAL NOTES ABBREVIATIONS ENERGY CODE MOUNTING HEIGHTS ELECTRICAL SYMBOL SCHEDULE GENERAL NOTES (RENOVATION) GENERAL NOTES (DEMOLITION) NOTE: ALL SYMBOLS MAY NOT BE USED.NOTE: ALL ABBREVIATIONS MAY NOT BE USED. NO. REASON DATE CORPORATE LICENSE #F-0467 FIRE BARRIER FIRE & SMOKE BARRIER 1-HOUR 2-HOUR 3-HOUR 0.5-HOUR 1-HOUR FIRE PARTITIONFIRE WALL 2-HOUR 3-HOUR 4-HOUR 1-HOUR 2-HOUR 3-HOUR 0-HOUR 1-HOUR SMOKE BARRIERSMOKE PARTITION REMOVE ALL ELECTRICAL DEVICES LOCATED ON WALLS TO BE DEMOLISHED, INCLUDING RECEPTACLES AND TELEPHONE/DATA OUTLETS, SURFACE RACEWAY, JUNCTION BOXES, AND ALL ASSOCIATED CONDUIT AND WIRING, UNLESS OTHERWISE NOTED. DEVICES SHOWN ARE MEANT TO AID THE CONTRACTOR AND ARE NOT INTENDED TO SHOW EVERY DEVICE TO BE REMOVED. FOR ITEMS TO BE REMOVED, REMOVE THE ENTIRE ELECTRICAL INSTALLATION, INCLUDING ALL ASSOCIATED CONDUIT, JUNCTION BOXES, WIRING AND FITTINGS, INCLUDING TELECOMMUNICATIONS CABLING AND SUPPORTS, SURFACE RACEWAY, ETC. UNLESS NOTED OTHERWISE. ALL CONDUIT NOT TO BE REUSED SHALL BE REMOVED. REUSE EXISTING BOXES AND CONDUIT WHERE PRACTICAL. EXISTING ELECTRICAL DEVICES, INCLUDING RECEPTACLES AND TELEPHONE/DATA OUTLETS, LOCATED ON WALLS TO REMAIN SHALL REMAIN, UNLESS NOTED OTHERWISE. DEVICES SHOWN ARE MEANT TO AID THE CONTRACTOR AND ARE NOT INTENDED TO SHOW EVERY DEVICE TO REMAIN. PROVIDE CUTTING AND PATCHING AS REQUIRED. VERIFY EXTENT OF NEW AND EXISTING PARTITIONS WITH ARCHITECTURAL DRAWINGS. REMOVE ALL EXISTING WI-FI CEILING DEVICES AND PROTECT DURING CONSTRUCTION. REINSTALL DEVICES IN NEW CEILING. COORDINATE ASSOCIATED WORK WITH OWNER AND ARCHITECT. MAINTAIN EXISTING SYSTEM'S COVERAGE AND OPERATIONAL INTEGRITY. DEVICES SHOWN ARE MEANT TO AID THE CONTRACTOR AND ARE NOT INTENDED TO SHOW EVERY DEVICE. A. B. C. D. E. F. WRESTLING GYM 101 WRESTLING LOCKERS 111 Room 105 VESTIBULE 110 STAIR 103.3 RV RV EX RV RV EX RV RV RV EX EXEXEX EX EX RV RV RV RV RV RV RV RV RV RV RV RV RV RV RV RV RV RV RV eG eF eE.6 eE e109 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 4:23:50 PM C:\Users\brenden.elliott\Documents\513.7505.00_CU_WrestlingExpansion_E-16_brenden.elliott.rvt513.7505.00 10/6/17 ED1.1.1 DEMOLITION POWER PLAN - CONVOCATION AREA C Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman LITTLE X KEY NOTES KEY PLAN GENERAL SHEET NOTES RATED WALL LEGEND DEMO EXISTING BUILDING 3/16" = 1'-0"ED1.1.1 1 CONVOCATION AREA C - DEMOLIITON POWER PLAN NO. REASON DATE CORPORATE LICENSE #F-0467 3 33 3333FIRE BARRIER FIRE & SMOKE BARRIER 1-HOUR 2-HOUR 3-HOUR 0.5-HOUR 1-HOUR FIRE PARTITIONFIRE WALL 2-HOUR 3-HOUR 4-HOUR 1-HOUR 2-HOUR 3-HOUR 0-HOUR 1-HOUR SMOKE BARRIERSMOKE PARTITION WRESTLING GYM 101 WRESTLING LOCKERS 111 Room 105 RL RL RL RL RL RL RL RV RV RV RVRV RV RV RV RV RV RL RL RV RV RL RL RV RL EX eG eF eE.6 eE e10 EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX 9 EX EX REMOVE ALL LIGHTING SWITCHES LOCATED ON WALLS TO BE DEMOLISHED, INCLUDING SURFACE RACEWAY, JUNCTION BOXES, AND ALL ASSOCIATED CONDUIT AND WIRING, UNLESS OTHERWISE NOTED. DEVICES SHOWN ARE MEANT TO AID THE CONTRACTOR AND ARE NOT INTENDED TO SHOW EVERY DEVICE TO BE REMOVED. FOR ITEMS TO BE REMOVED, REMOVE THE ENTIRE LIGHTING INSTALLATION, INCLUDING ALL ASSOCIATED CONDUIT, JUNCTION BOXES, WIRING AND FITTINGS, SURFACE RACEWAY, ETC. UNLESS NOTED OTHERWISE. ALL CONDUIT NOT TO BE REUSED SHALL BE REMOVED. REUSE EXISTING BOXES AND CONDUIT WHERE PRACTICAL. EXISTING LIGHTING SWITCHES AND FIXTURES LOCATED ON WALLS OR CEILINGS TO REMAIN SHALL REMAIN, UNLESS NOTED OTHERWISE. DEVICES SHOWN ARE MEANT TO AID THE CONTRACTOR AND ARE NOT INTENDED TO SHOW EVERY DEVICE TO REMAIN. PROVIDE CUTTING AND PATCHING AS REQUIRED. VERIFY EXTENT OF NEW AND EXISTING PARTITIONS WITH ARCHITECTURAL DRAWINGS. DEVICES SHOWN ARE MEANT TO AID THE CONTRACTOR AND ARE NOT INTENDED TO SHOW EVERY DEVICE. A. B. C. D. E. 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 4:23:51 PM C:\Users\brenden.elliott\Documents\513.7505.00_CU_WrestlingExpansion_E-16_brenden.elliott.rvt513.7505.00 10/6/17 ED1.2.1 DEMOLITION LIGHTING PLAN - CONVOCATION AREA C Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman LITTLE X KEY NOTES KEY PLAN GENERAL SHEET NOTES RATED WALL LEGEND DEMO EXISTING BUILDING 3/16" = 1'-0"ED1.2.1 1 CONVOCATION AREA C - DEMOLITION LIGHTING PLAN NO. REASON DATE CORPORATE LICENSE #F-0467 CORRIDOR 1015 STAIR B 1020 FIRE PUMP 1016 ELECTRICAL 1017 BOILER 1014 CUSTODIAL OFFICE 1018 ELEV 1019 ELEC. 1111 MENS 1112 FECFEC J PDJ JJ CORRIDOR 1108 STORAGE MECHANICAL 1013 TELECOM 1106 ATS 1107SUPPLY 1105 MAINTENANCE 1104 CUSTODIAL 1103 HEAD COACH OFFICE 1102 ASST COACH OFFICE 1100 FIRE BARRIER FIRE & SMOKE BARRIER 1-HOUR 2-HOUR 3-HOUR 0.5-HOUR 1-HOUR FIRE PARTITIONFIRE WALL 2-HOUR 3-HOUR 4-HOUR 1-HOUR 2-HOUR 3-HOUR 0-HOUR 1-HOUR SMOKE BARRIERSMOKE PARTITION MAINTAIN CIRCUITRY OF ALL EXISTING OUTLETS TO REMAIN, UNLESS INDICATED OTHERWISE. PROVIDE ALL NECESSARY SUPPLEMENTAL WIRING AND CONDUIT AS REQUIRED. WHERE EXISTING CIRCUITRY IS REUSED, CONTRACTOR SHALL VERIFY LOAD DOES NOT EXCEED 1,920 VA @ 120V (OR 4,432 VA @ 277V). CONTRACTOR SHALL REUSE EXISTING BACKBOXES, CONDUIT AND WIRING TO FURTHEST EXTENT PRACTICAL. SUPPLEMENT WHERE NEEDED. ALL NEW RECEPTACLES, TELEPHONE/DATA, AND COAX OUTLETS SHALL BE FLUSH-MOUNTED. ALL NEW CONDUIT AND RACEWAY SHALL BE CONCEALED. PROVIDE CUTTING AND PATCHING AS REQUIRED. VERIFY EXTENT OF NEW AND EXISTING PARTITIONS WITH ARCHITECTURAL DRAWINGS. CONTRACTOR TO VERIFY ALL COAX AND TELE/DATA LOCATIONS WITH OWNER, PRIOR TO ROUGH-IN. ALL COAX AND TELE/DATA CABLES TO BE IN CONDUIT OR EXISTING CABLE TRAY SYSTEM. ALL COAX AND DATA CABLING SHALL BE PER BUILDING STANDARD. CONTRACTOR TO COORDINATE RECEPTACLE LOCATIONS IN STORAGE 106 WITH SHELVING. A. B. C. D. E. F. MAIN SWITCHBOARD (EXISTING) FIRE ALARM CONTROL PANEL (EXISTING) LIGHTING CONTACTOR (EXISTING) ATS SCRBD 1PLN3 1PLN2 1PLN1 1DLN OS1DHN (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING) (EXISTING)EX 1TN1 (EXISTING) 1DLN1 DISC. (EXISTING) 1TN(EXISTING) 1LHN(EXISTING) e10 1DLN1 (EXISTING) 1SLN1 (EXISTING) 1TN2 1PLN5 (NEW) (NEW) TRAPEZE HUNG OVER PANEL '1PLN5' EXISTING GENERATOR CONCRETE PAD. CONTRACTOR NOT TO USE. eG e10 eE.6 eE eF FITNESS 107 WRESTLING GYM 101 COACH 105 ASST. COACH OFFICES 103 LOUNGE 108 CORRIDOR 102.1 RECEP. 102 CONF. 104 STOR. 106 COACH LOCKERS 109 WRESTLING LOCKERS 111 Room 105 VESTIBULE 110 TOILET 109.1 WRESTLING GYM ADDITION 101.1 STAIR 103.3 REF AV GFI GFI GFI GFI GFI GFI GFI CR CR EX EX EXEXEX EX EX ALL RECEPTACLES IN ROOM SHALL BE GFCI PROTECTED TYPE EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX GFI,WR A1 54" AFF 54" AFF 54" AFF 54" AFF eG eF eE.6 eE e10 1PLN5-1 1PLN5-1 1PLN5-1 1PLN5-21PLN5-7 1PLN5-2 1PLN5-2 1PLN5-5 1PLN5-3 1PLN5-3 1PLN5-2 1PLN5-4 1PLN5-4 1PLN5-4 1PLN5-4 1PLN5-5 1PLN5-5 1PLN5-5 1PLN5-14 1PLN5-13 1PLN5-8 1PLN5-12 1PLN5-111PLN5-10 1PLN5-6 1PLN5-6 1PLN5-8 1PLN5-6 1PLN5-18 1PLN5-171PLN5-161PLN5-15 1PLN5-19 1PLN5-19 1PLN5-20 1PLN5-19 1PLN5-19 1PLN5-21 1PLN5-22 1PLN5-23 1PLN5-23 1PLN5-271PLN5-27 1PLN5-28 1PLN5-28 1PLN5-30 1PLN5-30 1PLN5-30 1PLN5-29 1PLN5-29 1PLN5-29 1PLN5-29 1PLN5-24 1PLN5-24 1PLN5-24 1PLN5-25 1PLN5-25 1PLN5-25 1PLN5-25 1PLN5-26 1PLN5-26 1PLN5-26 1PLN5-26 1PLN5-26 1PLN5-31,33,35 E1 ALL RECEPTACLES IN ROOM SHALL BE GFCI PROTECTED TYPE 1PLN5-30 1PLN5-28 1PLN5-32 1PLN5-32 1PLN5-32 1PLN5-5 72" AFF 72" AFF 72" AFF E2 E1DHN (EX) E1LHN E1TN (EX) E1PLN (EX) ATS #1 (EX)(EX) 1MHN1(EX) 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 4:23:43 PM C:\Users\brenden.elliott\Documents\513.7505.00_CU_WrestlingExpansion_E-16_brenden.elliott.rvt513.7505.00 10/6/17 E1.1.1 POWER PLAN - CONVOCATION AREA C Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman LITTLE X KEY NOTES KEY PLAN GENERAL SHEET NOTES RATED WALL LEGEND 1/8" = 1'-0"E1.1.1 2 CONVOCATION ELECTRICAL ROOM 1017 - POWER PLAN 1/8" = 1'-0"E1.1.1 3 CONVOCATION ELECTRICAL ROOM 1111 - POWER PLAN ADDITION EXISTING BUILDING ELEC 1111 ELEC. 1017 MECH 1013 & ATS 1107 3/16" = 1'-0"E1.1.1 1 CONVOCATION AREA C - POWER PLAN 1/8" = 1'-0"E1.1.1 4 CONVOCATION ATS 1107 & MECHANICAL 1013 - POWER PLAN E1 PROVIDE POWER TO OWNER'S EQUIPMENT. COORDINATE LOCATION OF CONTOLLER WITH OWNER PRIOR TO ROUGH-IN. PROVIDE 3P, 50A CIRCUIT BREAKER WITH 4#8, #10(G) IN 1"C. PROVIDE ALL NECESSARY CONDUIT AND WIRING FOR COMPLETE INSTALLATION. COORDINATE REQUIREMENTS WITH OWNER AND MANUFACTURER. E2 PROVIDE TELECOM AND AV PROVISIONS AS REQUIRED TO POKE-THRU. PROVIDE 2" CONDUIT FROM POKE-THRU TO A/V BOX ON WALL (VERIFY WITH VENDOR). PROVIDE WIREWAY AND ALL NECESSARY COMPONENTS FOR COMPLETE INSTALLATION. PROVIDE ALL REQUIRED RACEWAY TO ACCOMMODATE AV VENDOR'S CABLING. NO. REASON DATE CORPORATE LICENSE #F-0467 FECFEC OSLV OS OSLV LVOS OS LV1 LV1 LVLVLV OS OS OS OS OS LV M 33 3344 3LVOS OS OS OS OSOS 33 OS LV1 3LV OS33 33 44 FIRE BARRIER FIRE & SMOKE BARRIER 1-HOUR 2-HOUR 3-HOUR 0.5-HOUR 1-HOUR FIRE PARTITIONFIRE WALL 2-HOUR 3-HOUR 4-HOUR 1-HOUR 2-HOUR 3-HOUR 0-HOUR 1-HOUR SMOKE BARRIERSMOKE PARTITION CONTRACTOR SHALL REUSE EXISTING CONDUIT AND WIRING TO FURTHEST EXTENT PRACTICAL. SUPPLEMENT WHERE NEEDED. ALL EXIT SIGNS AND NIGHT LIGHTS ('NL') SHALL BE ON UNSWITCHED "HOT" LEG SERVING THE AREA, CONNECTED AHEAD OF SWITCH SERVING AREA/ROOM. RECONNECT EXISTING FIXTURES TO REMAIN OR TO BE RELOCATED TO NEAREST 277V EMERGENCY CIRCUIT IN SAME ROOM. WHERE EXISTING CIRCUITRY IS REUSED, CONTRACTOR SHALL VERIFY EXISTING LOAD DOES NOT EXCEED 1,440 VA @ 120V (OR 3,324 VA @277V). ALL LIGHT SWITCHES SHOWN ARE NEW, UNLESS NOTED OTHERWISE. REUSE EXISTING BACKBOXES, CONDUIT, AND WIRING WHERE PRACTICAL. ALL NEW WIRING DEVICES SHALL BE RECESSED IN NEW OR EXISTING WALLS AS INDICATED. ALL CONDUIT SHALL BE CONCEALED. PROVIDE CUTTING AND PATCHING AS REQUIRED. VERIFY EXTENT OF NEW AND EXISTING PARTITIONS WITH ARCHITECTURAL DRAWINGS. ALL EXIT SIGNS SHALL BE INSTALLED AS PER NFPA. WALL MOUNTED EXIT SIGNS SHALL BE MOUNTED SO THAT THE BOTTOM EDGE OF THE SIGN IS 2" CLEAR OF THE DOOR LINTEL OR FINISHED DOOR TRIM. WHERE WALL MOUNTING AFFECTS FIRE RATING OF THE AREA (SUCH AS STAIR ENCLOSURES), EXIT SIGN SHALL BE CEILING MOUNTED. THE BOTTOM OF THE SIGN MUST BE OUT OF THE EGRESS PATH OR ABOVE THE MINIMUM HEADROOM HEIGHT. CONTRACTOR SHALL COORDINATE NUMBER AND LOCATION OF OCCUPANCY SENSORS AS PER MANUFACTURER RECOMMENDATIONS TO ASSURE COVERAGE IN ALL OCCUPIABLE AREAS OF ROOMS COVERED. CONNECT LINE VOLTAGE SENSORS AND POWER PACKS TO ADJACENT LIGHT FIXTURE CIRCUIT. PROVIDE POWER PACKS AS REQUIRED. PROVIDE 4"X4" JUNCTION BOX AS REQUIRED. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. REFER TO SHEET E1.1.1 FOR LOCATIONS OF PANEL '1LHN1 (ROOM 1017) & PANEL 'E1LHN' (ROOM 1111). A. B. C. D. E. F. G. H. FITNESS 107 WRESTLING GYM 101 COACH 105 ASST. COACH OFFICES 103 LOUNGE 108 CORRIDOR 102.1 RECEP. 102 CONF. 104 STOR. 106 COACH LOCKERS 109 WRESTLING LOCKERS 111 Room 105 VESTIBULE 110 TOILET 109.1 WRESTLING GYM ADDITION 101.1 RL RL RL RL RL RL RL EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX EX RL RL EX F2 F2 F2 F2 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6 F6F6F6F6F6F6F6F6F6F6F6F6 F6F6F6F6F6F6F6F6F6F6F6F6 F6F6F6F6F6F6F6F6F6F6F6F6 F2 F2 F2 EX1 F1 F1 F1 F1 F1 F1 F1 F1F1 F1 F1 F1 F1 F1 F1 F1F1 F1 F1 EX F1 F1 F1 F1 F1F1 F1 F1 F1 F2 EX1 eG eF eE.6 eE e10 F1 EX2 9 F6F6 EMEM EM EM EM F1 1LHN - 17 E1LHN - 6 1LHN - 17 1LHN - 17 E1LHN - 6 1LHN - 17 1LHN - 17 E1LHN - 6 1LHN - 17 1LHN - 17 E1LHN - 6 1LHN - 17 1LHN - 17 1LHN - 171LHN - 171LHN - 171LHN - 171LHN - 171LHN - 171LHN - 171LHN - 171LHN - 171LHN - 171LHN - 171LHN - 171LHN - 17 1LHN - 17 E1LHN - 6 1LHN - 17 1LHN - 17 E1LHN - 6 1LHN - 17 1LHN - 17 E1LHN - 6 1LHN - 17 1LHN - 17 E1LHN - 6 1LHN - 17 1LHN - 17 1LHN - 171LHN - 171LHN - 171LHN - 171LHN - 171LHN - 171LHN - 171LHN - 171LHN - 171LHN - 171LHN - 171LHN - 171LHN - 17 E1LHN - 8 1LHN - 15 1LHN - 151LHN - 15 1LHN - 151LHN - 15 1LHN - 15 1LHN - 15 1LHN - 15 1LHN - 15 1LHN - 15 1LHN - 151LHN - 15 1LHN - 15 1LHN - 151LHN - 15 1LHN - 151LHN - 15 1LHN - 151LHN - 15 1LHN - 151LHN - 15 1LHN - 15 1LHN - 15 1LHN - 15 1LHN - 15 F2 F2 F2 1LHN - 15 1LHN - 15 1LHN - 15 1LHN - 15 1LHN - 151LHN - 15 1LHN - 15 EM EM EM EM EM EM EM EM E1LHN - 6 E1LHN - 6 E1LHN - 6 E1LHN - 6 E1LHN - 6 E1LHN - 6 E1LHN - 6 E1LHN - 8 E1LHN - 8 E1LHN - 8 E1LHN - 8E1LHN - 8 E1LHN - 8 E1LHN - 8 E1LHN - 8 L1 EM EM EM EM EM EM EM EM EM EM EM EM EM EM EM F6A F6 1LHN - 15 F6 E1LHN - 8 F6 F6 F6 F6 F6 F6 F6 F6 E1LHN - 81LHN - 15E1LHN - 81LHN - 151LHN - 15E1LHN - 81LHN - 151LHN - 15 EX1 EX1 L2(TYP.) RL L3 L4 L5 L3 L3 L4 L5L3 EM EM L6 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 4:23:45 PM C:\Users\brenden.elliott\Documents\513.7505.00_CU_WrestlingExpansion_E-16_brenden.elliott.rvt513.7505.00 10/6/17 E1.2.1 LIGHTING PLAN - CONVOCATION AREA C Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman LITTLE X KEY NOTES KEY PLAN GENERAL SHEET NOTES RATED WALL LEGEND 3/16" = 1'-0"E1.2.1 1 CONVOCATION AREA C - LIGHTING PLAN ADDITION EXISTING BUILDING L1 NEW LIGHTING FIXTURES IN AREA SHALL BE MOUNTED ADJACENT AND AT THE SAME HEIGHT AS EXISITNG FIXTURES. L2 CONTRACTOR SHALL COORDINATE SWITCH LOCATION, DO NOT MOUNT SWITCH BEHIND DOOR SWING. L3 CONTRACTOR TO CONNECT NEW/RELOCATED/EXISTING SWITCHES TO EXISTING LIGHTING CIRCUITS SERVING THIS AREA. L4 PROVIDE NEW SWITCH TO CONTROL FIXTURES 'F6' CONNECTED TO '1LHN-17'. L5 PROVIDE NEW SWITCH TO CONTROL FIXTURES 'F6' CONNECTED TO 'E1LHN-6'. L6 CONTRACTOR TO CONNECT NEW LED WALLPACK TO EXISTING EMERGENCY CIRCUIT SERVING EXTERIOR LIGHTS. FIXTURE SHALL BE MOUNTED AT SAME HEIGHT AS EXISTING EXTERIOR FIXTURES. STAIR A 1047 NO. REASON DATE CORPORATE LICENSE #F-0467 ALL POWER AND CONTROL CONDUIT ROUTED TO ROOF MECHANICAL EQUIPMENT SHALL BE COORDINATED WITH ARCHITECT AND GENERAL CONTRACTOR TO LIMIT THE NUMBER OF ROOF PENETRATIONS. COORDINATE STUB-UP LOCATIONS PRIOR TO ROUGH-IN. A. FIRE BARRIER FIRE & SMOKE BARRIER 1-HOUR 2-HOUR 3-HOUR 0.5-HOUR 1-HOUR FIRE PARTITIONFIRE WALL 2-HOUR 3-HOUR 4-HOUR 1-HOUR 2-HOUR 3-HOUR 0-HOUR 1-HOUR SMOKE BARRIERSMOKE PARTITION e10 RTU-1 RTU-2 GFI, WPGFI, WP 1MHN1-1,3,5 1MHN1-2,4,6 1PLN5-341PLN5-34 EQUIPMENT WITH BUILT-IN SWITCH JB STARTER PANELBOARD/ OUTDOOR UNIT INDOOR UNIT GENERAL NOTES: SWITCHBOARD LEGEND: BY ELECTRICAL (DIV. 26) BY CONTRACTOR SUPPLYING EQUIPMENT (DIV. 22, 23, OTHERS) 55 6 22 2 2 3 33 2 1 1 1 1 1 4 ALL POWER WIRING ASSOCIATED WITH DIVISION 22/23 (PLUMBING/MECHANICAL) SHALL BE DONE UNDER THE SCOPE OF WORK OF THE CONTRACTOR SUPPLYING THE EQUIPMENT. ALL POWER DISCONNECT SWITCHES AND SINGLE SPEED MANUAL STARTING SWITCHES ASSOCIATED WITH DIVISION 22/23 (PLUMBING/MECHANICAL) SHALL BE FURNISHED AND INSTALLED UNDER THE SCOPE OF WORK OF THE CONTRACTOR SUPPLYING THE EQUIPMENT. EXCEPT AS MAY BE INDICATED ON THE DRAWINGS AND/OR HEREINAFTER NOTED, ALL CONTROL WIRING, INCLUDING ALL TEMPERATURE CONTROL WIRING, INTERLOCKING, START-TOP WIRING, TOGETHER WITH CONDUIT FOR SAME WILL BE FURNISHED AND INSTALLED UNDER DIVISION 22/23 BY THE CONTRACTOR SUPPLYING THE EQUIPMENT. THIS INCLUDES, BUT IS NOT LIMITED TO, WIRING TO LOW VOLTAGE THERMOSTATS, DAMPER MOTORS, AQUASTATS, FIRESTATS, PUSHBUTTONS, SELECTOR SWITCHES, AND CONTROL PANEL. ALL DISCONNECT SWITCHES FOR CONTROL WIRING SHALL BE FURNISHED AND INSTALLED UNDER DIVISION 22/23 BY THE CONTRACTOR SUPPLYING THE EQUIPMENT. WORK OF OTHER DIVISIONS SHALL INCLUDE FURNISHING AND SETTING MOTORS. ALL MAGNETIC STARTERS AND OVERLOAD ELEMENTS WILL BE FURNISHED UNDER DIVISION 22/23 BY THE CONTRACTOR SUPPLYING THE EQUIPMENT. OVERLOAD ELEMENTS IN ALL STARTERS SHALL BE SELECTED ACCORDING TO ACTUAL MOTOR NAMEPLATE FULL LOAD CURRENT. RESPONSIBILITY FOR THIS COORDINATION SHALL LIE WITH THE DIVISION UNDER WHICH THE PARTICULAR STARTER WAS FURNISHED. FIRESTATS AND WALL MOUNTED THERMOSTATS WHICH INTERRUPT LINE VOLTAGE POWER CIRCUITS TO MOTORS WILL BE FURNISHED AND SET UNDER DIVISION 23, AND ELECTRICALLY CONNECTED IN THE BRANCH CIRCUIT WIRING AS WORK OF DIVISION 26. ALL POWER AND CONTROL CONDUIT ROUTED TO EXTERIOR ON-GRADE MECHANICAL EQUIPMENT SHALL BE ROUTED UNDERGROUND UNLESS OTHERWISE NOTED. COORDINATE STUB-UP LOCATIONS PRIOR TO ROUGH- IN. ALL POWER AND CONTROL CONDUIT ROUTED TO ROOF MECHANICAQL EQUIPMENT SHALL BE COORDINATED WITH ARCHITECT AND GENERAL CONTRACTOR TO LIMIT THE NUMBER OF ROOF PENETRATIONS. COORDINATED STUB-UP LOCATIONS PRIOR TO ROUGH-IN. 1. 2. 3. 4. 5. 6. 7. 8. EQUIPMENT OF TRADES OTHER THAN ELECTRICAL. FEEDER CIRCUIT WIRING AND CONDUIT BY ELECTRICAL CONTRACTOR. KEYED NOTES: 1 2 3 4 5 6 CONDUIT & WIRING OR CABLE BY MECHANICAL CONTRACTOR, CONTROLS CONTRACTOR, OR OTHER TRADES. IN ALL CASES THE EQUIPMENT CONTRACTOR (DIV. 22/23) SHALL MAKE FINAL CONNECTIONS, START UP EQUIPMENT AND TEST EQUIPMENT. COORDINATE CONNECTIONS WITH DIV 26. IF ANY ADDITIONAL DISCONNECTS ARE REQUIRED BY NEC, IT SHALL BE PROVIDED AND INSTALLED BY THE EQUIPMENT CONTRACTOR (DIV. 22/23). A COMBINATION STARTER OR VFD MAY BE USED IN LIEU OF A SEPARATE DISCONNECT SWITCH AND STARTER. LOCATED ADJACENT TO EQUIPMENT AND PROVIDED BY EQUIPMENT CONTRACTOR. A JUNCTION BOX MAY BE SHOWN ON THE ELECTRICAL PLANS FOR SOME EQUIPMENT. IF NO STARTER OR DISCONNECT IS SUPPLIED, A JUNCTION BOX SHALL BE INSTALLED ADJACENT TO EQUIPMENT. THE ELECTRICAL CONTRACTOR SHALL PROVIDE LINE SIDE WIRING TO JUNCTION BOX. LOAD SIDE WIRING WILL BE PROVIDED BY MECHANICAL CONTRACTOR OR OTHER TRADES. 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 4:23:46 PM C:\Users\brenden.elliott\Documents\513.7505.00_CU_WrestlingExpansion_E-16_brenden.elliott.rvt513.7505.00 10/6/17 E1.3.1 MECHANICAL POWER PLAN - CONVOCATION AREA C Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman LITTLE X KEY NOTES KEY PLAN GENERAL SHEET NOTES RATED WALL LEGEND 1/8" = 1'-0"E1.3.1 2 CONVOCATION ROOF - MECHANICAL POWER PLAN ADDITION EXISTING BUILDING MECHANICAL EQUIPMENT SCHEDULE EQUIP. HP KW FLA MCA MOCP VOLT PHASE VFD DISCONNECT SIZE CONDUCTORS COMMENTS RTU-1 47 A 60 A 70 A 480 V 3 No 100/3/EMR/3R 3#4, #8(G), 1-1/2"C RTU-2 47 A 60 A 70 A 480 V 3 No 100/3/EMR/3R 3#4, #8(G), 1-1/2"C NOT TO SCALEE1.3.1 1 EQUIPMENT CONNECTION DETAIL (TYPICAL) NO. REASON DATE CORPORATE LICENSE #F-0467 ANSI/UL1479 (ASTM E814) F Rating — 3 Hr T Rating — 0 Hr L Rating At Ambient — Less Than 1 CFM/sq ft L Rating At 400 F — 4 CFM/sq ft SECTION A-A A A 2 34B 3 14B 4A 1. Floor or Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m³) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 32 in. (813 mm). 2. Metallic Sleeve — (Optional) Nom 32 in. (813 mm) diam (or smaller) Schedule 40 (or heavier) steel sleeve cast or grouted into floor or wall assembly, flush with floor or wall surfaces or extending a max of 3 in. (76 mm) above floor or beyond both surfaces of wall. 2A. Sheet Metal Sleeve — (Optional) Max 6 in. (152 mm) diam, min 26 ga. galv steel provided with a 26 ga galv steel square flange spot welded to the sleeve at approx mid-height, or flush with bottom of sleeve in floors, and sized to be a min of 2 in. (51 mm) larger than the sleeve diam. The sleeve is to be cast in place and may extend a max of 4 in. (102 mm) below the bottom of the deck and a max of 1 in. (25 mm) above the top surface of the concrete floor. 2B. Sheet Metal Sleeve — (Optional) - Max 12 in. (305 mm) diam, min 24 ga galv steel provided with a 24 ga galv steel square flange spot welded to the sleeve at approx mid-height, or flush with bottom of sleeve in floors, and sized to be a min of 2 in. (51 mm) larger than the sleeve diam. The sleeve is to be cast in place and may extend a max of 4 in. (102 mm) below the bottom of the deck and a max of 1 in. (25 mm) above the top surface of the concrete floor. 3. Through-Penetrant — One metallic pipe, tube or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space between penetrant and periphery of opening shall be min 0 in. (point contact) to max 1-7/8 in. (48 mm). Penetrant may be installed with continuous point contact. Penetrant to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic penetrants may be used: A. Steel Pipe — Nom 30 in. (762 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe — Nom 30 in. (762 mm) diam (or smaller) cast or ductile iron pipe. C. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe. D. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing. E. Conduit — Nom 6 in. (152 mm) diam (or smaller) steel conduit. F. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT). 4. Firestop System — The firestop system shall consist of the following: A. Packing Material — Min 4 in. (102 mm) thickness of min 4 pcf (64 kg/m³) mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or sleeve or from both surfaces of wall or sleeve as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Material* — Sealant — Min 1/4 in. (6 mm) thickness of fill material applied within the annulus, flush with top surface of floor or sleeve or with both surfaces of wall or sleeve. At the point or continuous contact locations between penetrant and concrete or sleeve, a min 1/4 in. (6 mm) diam bead of fill material shall be applied at the concrete or sleeve/ pipe penetrant interface on the top surface of floor and on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant or FS-ONE MAX Intumescent Sealant * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. System No. C-AJ-1226 ANSI/UL1479 (ASTM E814) F Rating — 2 Hr T Ratings — 0 and 1 Hr (See Items 2 and 4) L Rating At Ambient — 4 CFM/sq ft L Rating At 400 F — Less Than 1 CFM/sq ft SECTION A-A A A 12 5B 4 3 5A 1. Floor or Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m³) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 29 in. (737 mm). See Concrete Blocks (CAZT) category in the Fire Resistance directory for names of manufacturers. 2. Metallic Sleeve — (Optional) — Nom 30 in. (762 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe sleeve cast or grouted into floor or wall assembly, flush with floor or wall surfaces or extending a max of 3 in. (76 mm) above floor or beyond both surfaces of wall. If the steel sleeve extends beyond the top surface of the floor or both surfaces of the wall, the T Rating of the firestop system is 0 hr. 2A. Sheet Metal Sleeve — (Optional) - Max 6 in. (152 mm) diam, min 26 ga galv steel provided with a 26 ga galv steel square flange spot welded to the sleeve at approximately mid- height, or flush with bottom of sleeve in floors, and sized to be a min of 2 in. (51 mm) larger than the sleeve diam. The sleeve is to be cast in place flush with bottom surface of floor and may extend a max of 1 in. (25 mm) above the top surface of the floor. 2B. Sheet Metal Sleeve — (Optional) - Max 12 in. (305 mm) diam, min 24 ga galv steel provided with a 24 ga galv steel square flange spot welded to the sleeve at approximately mid- height, or flush with bottom of sleeve in floors, and sized to be a min of 2 in. (51 mm) larger than the sleeve diam. The sleeve is to be cast in place flush with bottom surface of floor and may extend a max of 1 in. (25 mm) above the top surface of the floor. 3. Through Penetrants — One metallic pipe or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes or tubing may be used: A. Steel Pipe — Nom 12 in. (305 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe — Nom 12 in. (305 mm) diam (or smaller) cast or ductile iron pipe. C. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe. D. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing. 4. Pipe Covering — Min 1/2 in. (13 mm) to max 2 in. (51 mm) thick hollow cylindrical heavy density (min 3.5 pcf or 56 kg/m³) glass fiber units jacketed on the outside with an all-service jacket. Longitudinal joints sealed with metal fasteners or factory-applied, self-sealing lap tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product. The annular space between the insulated pipe and the edge of the periphery of the opening shall be min 1/2 in. (13 mm) to max 12 in. (305 mm). When thickness of pipe covering is less than 2 in. (51 mm), the T Rating for the firestop system is 0 hr. See Pipe Equipment Covering — Materials — (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. 4A. Pipe Covering — (Not Shown) — As an alternate to Item 4, max 2 in. (51 mm) thick cylindrical calcium silicate (min 14 pcf or 224 kg/m³) units sized to the outside diam of the pipe or tube may be used. Pipe insulation secured with stainless steel bands or min 18 AWG stainless steel wire spaced max 12 in. (305 mm) OC. The annular space shall be min 1/2 in. (13 mm) to max 12 in. (305 mm). 5. Firestop System — The firestop system shall consist of the following: A. Packing Material — Min 4 in. (102 mm) thickness of min 4 pcf (64 kg/m³) mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Material* — Sealant — Min 1/2 in. (13 mm) thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant or FS-ONE MAX Intumescent Sealant * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. System No. C-AJ-5091 ANSI/UL1479 (ASTM E814) F Ratings —1 and 2 Hr (See Items 1 and 3) T Rating — 0 Hr L Rating at Ambient — Less Than 1 CFM/sq ft L Rating at 400 F — Less Than 1 CFM/sq ft SECTION A-A A A 1A 3 2 1B 1. Wall Assembly — The 1 or 2 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide and spaced max 24 in. (610 mm) OC. When steel studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the vertical studs and screw-attached to the steel studs at each end. The framed opening in the wall shall be 4 to 6 in. (102 to 152 mm) wider and 4 to 6 in. (102 to 152 mm) higher than the diam of the penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. (51 to 76 mm) clearance is present between the penetrating item and the framing on all four sides. B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (122 cm) wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 32-1/4 in. (819 mm) for steel stud walls. Max diam of opening is 14-1/2 in. (368 mm) for wood stud walls. The F and FH Ratings of the firestop system are equal to the fire rating of the wall assembly. 2. Through-Penetrants — One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space shall be min 0 in. to max 2-1/4 in. (57 mm). Pipe may be installed with continuous point contact. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe — Nom 30 in. (762 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe — Nom 30 in. (762 mm) diam (or smaller) cast or ductile iron pipe. C. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or 6 in. (152 mm) . diam steel conduit. D. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material* — Sealant — Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point or continuous contact locations between pipe and wall, a min 1/2 in. (13 mm) diam bead of fill material shall be applied at the pipe wall interface on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant or FS-ONE MAX Intumescent Sealant * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. System No. W-L-1054 ANSI/UL1479 (ASTM E814) F Ratings — 1, 2 and 3 Hr (See Items 1, 3 and 4) T Ratings — 0, 1/2, 1 and 1-1/4 Hr (See Item 3) L Rating At Ambient — 4 CFM/Sq Ft L Rating At 400 F — Less Than 1 CFM/Sq Ft SECTION A-A A A 2 4 3 2 3 4 5 1 1. Wall Assembly — The 1, 2 or 3 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide for 1 and 2 hr F and FH rating and 3-1/2 in. (89 mm) wide for 3 hr F and FH rating and spaced max 24 in. (610 mm) OC. B. Gypsum Board* — Min 5/8 in. (16 mm) thick with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening is 18-5/8 in. (473 mm). The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrants — One metallic pipe or tubing to be installed within the firestop system. Pipe or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes or tubing may be used: A. Steel Pipe — Nom 12 in. (305 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe — Nom 12 in. (305 mm) diam (or smaller) cast or ductile iron pipe. C. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing. When the hourly F or FH Rating of the firestop system is 3 hr, the nom diam of copper tube shall not exceed 4 in. (102 mm). D. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe. When the hourly F or FH Rating of the firestop system is 3 hr, the nom diam of copper pipe shall not exceed 4 in. (102 mm). 3. Pipe Covering* — Nom 1, 1-1/2 or 2 in. (25, 38 or 51 mm) thick hollow cylindrical heavy density (min 3.5 pcf or 56 kg/m3) glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product. For 1 and 2 hr F and FH Ratings, the annular space between insulated penetrant and periphery of opening shall be min 0 in. (point contact) to max 1-7/8 in. (48 mm). For 3 hr F and FH Ratings, the annular space shall be min 0 in. (point contact) to max 1-1/4 in. (32 mm). See Pipe and Equipment Covering — Materials (BRGU) category in the Building Material Directory for the names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. The hourly T, FT, FTH Ratings of the firestop system are 1/2 hr for 1 hr rated walls and 1 hr for 2 hr rated walls. For 3 hr rated walls, the hourly T, FT and FTH Ratings when steel and iron pipes are used are 1 hr. For 3 hr rated walls, the hourly T, FT and FTH Ratings when copper penetrants are used are 1-1/4 hr for 2 in. (51 mm) thick pipe covering and 0 hr for pipe covering thickness less than 2 in. (51 mm). 3A. Pipe Covering* — (Not Shown) — As an alternate to Item 3, max 2 in. (51 mm) thick cylindrical calcium silicate (min 14 pcf) units sized to the outside diam of the pipe or tube may be used. Pipe insulation secured with stainless steel bands or min 18 AWG stainless steel wire spaced max 12 in. (305 mm) OC. When the alternate pipe covering is used, the T and FT Rating shall be as specified in item 3 above. See Pipe and Equipment Covering — Materials (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. 4. Fill, Void or Cavity Material* — Sealant — For 1 and 2 hr F and FH Rating, min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with both surfaces of wall. For 3 hr F and FH Rating, min 1 in. (25 mm) thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point contact location between pipe covering and gypsum board, a min 1/2 in. (13 mm) diam bead of fill material shall be applied at the pipe covering/gypsum board interface on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-One Sealant or FS-ONE MAX Intumescent Sealant * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. System No. W-L-5029 CP 617 or CFS-P PA Firestop Putty Pads, for use with max 4 by 3-3/4 by 3 in. deep UL Listed Nonmetallic Outlet Boxes manufactured by Allied Molded Products, Inc., made from fiber reinforced thermoplastic and bearing a 2 hr rating under the "Outlet Boxes and Fittings Classification for Fire Resistance" category in the Fire Resistance Directory. Putty pads and boxes for use in 1 hr fire rated gypsum wallboard assemblies, framed with min 3-1/2 in. deep wood studs and constructed as specified in the individual U300 Series Wall and Partition Designs in the Fire Resistance Directory. Outlet box secured to wood stud by means of two nailing tabs supplied with the outlet box. Putty pads shall lap min 1/2 in. onto the stud and gypsum board within the stud cavity. Outlet boxes installed with plastic cover plates. CP 617 or CFS-P PA Firestop Putty Pads, for use with max 4 by 4 in. by 1-½ in. deep flush device UL Listed Metallic Outlet Boxes installed with steel cover plates in 1 hr. fire rated gypsum wallboard wall assemblies framed with min 3-1/2 in. deep wood or steel studs and constructed as specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory. The boxes are installed back to back with 5 in. by 4 in. UL Classified fire block, FS 657, CP 657 or CFS-BL Firestop Block installed in the cavity between the two boxes . CP 617 or CFS-P PA Firestop Putty Pads, for use with max 14 by 4 by max 2-1/2 in. flush device UL Listed Metallic Outlet Boxes installed with steel cover plates in 1 and 2 hr. fire rated gypsum board wall assemblies framed with min 5-1/2 in. deep wood or steel studs for 2 hr fire rated walls and min 3-1/2 in. deep wood or steel studs for 1 hr fire rated walls. Walls constructed as specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory. Stud cavity insulation is required and shall consist of min 5-1/2 in. (2 hr rated walls) or min 3-1/2 in. (1 hr rated walls) thick fiberglass (min 0.8 pcf) or mineral fiber (min 4 pcf). Putty pads shall lap min 1/2 in. onto the stud and gypsum board within the stud cavity. When boxes are interconnected by means of electrical metallic tube (EMT) or conduit, a ball of putty pad material shall be used to completely plug the open end of each EMT or conduit within the box. CP 617 or CFS-P PA Firestop Putty Pads, for use with max 4-11/16 by 4-11/16 by max 2-1/8 in. flush device UL Listed Metallic Outlet Boxes installed with steel or plastic cover plates for use in 1 and 2 hr fire rated gypsum board wall assemblies framed with min 5-1/2 in. deep steel studs and constructed of the materials and in the manner specified in the individual U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory. Putty pads shall lap min 1/2 in. onto the stud and gypsum board within the stud cavity. When boxes are interconnected by means of electrical metallic tube (EMT) or conduit, a ball of putty pad material shall be used to completely plug the open end of each EMT or conduit within the outlet boxes. Metallic outlet boxes may be provided with steel attachment brackets which offset box min 1/4 in. from stud. When steel attachment brackets are used, putty pad to be affixed to the back and all four sides of the box. CFS-P PA Moldable Putty Pads, for use with max 4-11/16 by 4-11/16 in. by max 2-1/8 in. flush device UL Listed Metallic Outlet Boxes installed with steel cover plates in 2 hr fire rated gypsum board wall assemblies framed with min 3-1/2 in. deep steel studs and constructed of the materials and in the manner specified in the individual U400 and V400 Series Wall and Partition Designs in the Fire Resistance Directory. An additional 3/4 in. ball of putty pad material shall be used to plug the end of each electrical metallic tube or conduit at its connection to the box. CFS-P PA Moldable Putty Pads, for use with max 4 by 4 by 2-1/8 in. flush device UL Listed Metallic Outlet Boxes installed with steel or plastic cover plates in 2 hr fire rated gypsum board wall assemblies framed with min 3-1/2 in. deep steel studs and constructed of the materials and in the manner specified in the individual U400 and V400 Series Wall and Partition Designs in the Fire Resistance Directory. An additional 3/4 in. ball of putty pad material shall be used to plug the end of each electrical metallic tube or conduit at its connection to the box. CFS-P PA Moldable Putty Pads, for use with max 14-1/4 by 4-1/2 by 2-1/2 in. flush device UL Listed Metallic Outlet Boxes installed with steel cover plates in 2 hr fire rated gypsum board wall assemblies framed with min 3-1/2 in. deep steel studs and constructed of the materials and in the manner specified in the individual U400 and V400 Series Wall and Partition Designs in the Fire Resistance Directory. An additional 3/4 in. ball of putty pad material shall be used to plug the end of each electrical metallic tube or conduit at its connection to the box. CP 617 or CFS-P PA Firestop Putty Pads and HILTI Firestop Box Inserts, for use with maximum 4 by 4 by 1-1/2 in. (102 by 102 by 38 mm) deep flush device UL Listed Metallic Outlet Boxes installed with steel mud rings and with steel or plastic faceplates in 1 or 2 hr fire rated gypsum board wall assemblies constructed with min 3-1/2 in. (89 mm) wide wood or steel studs. When both protective materials are used with outlet boxes on both sides of the wall as directed, the boxes may be installed back-to-back provided that the backs of the boxes are minimum 1/2 in. (13 mm) apart and provided that the boxes are not interconnected. Adjoining pieces of moldable putty pads to be overlapped approx 1/2 in. (13 mm) at the seam. An insert pad shall be installed to completely cover the back inside surface of each outlet box. CP 617 or CFS-P PA Firestop Putty Pads, for use with flush device UL Listed Metallic Outlet Boxes installed with steel mud rings or UL Listed Nonmetallic Outlet Boxes in framed wall assemblies as specified below. When protective material is used on outlet boxes on both sides of the wall as directed, the horizontal separation between outlet boxes on opposite sides of the wall may be less than 24 in. provided that the boxes are not installed back-to-back (unless otherwise indicated). Installation shall comply with the National Electrical Code (NFPA 70). Min 1/8 in. thick (CP 617) or min 0.2 in. (CFS-P PA) thick moldable putty pads are to be installed to completely cover the exterior surfaces of the outlet box (except for the side of the outlet box against the stud) and conduit fittings/connectors and to completely seal against the stud and gypsum board in the wall cavity unless otherwise noted below. When CFS-P PA is used, the putty pads may be installed with the release liner intact on the outside of the pad with the exception of any overlaps, in which case the liner is to be removed from the bottom layer at the overlap location. The box composition, max device dimensions, hourly rating, type of stud and type of faceplate are specified below. CP 617 or CFS-P PA Firestop Putty Pads, for use with max 4 by 4 by max 2-1/8 in. flush device UL Listed Metallic Outlet Boxes installed with steel cover plates in 1 and 2 hr. fire rated gypsum wallboard wall assemblies framed with min 3-1/2 in. deep wood or steel studs and constructed as specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory. CP 617 or CFS-P PA Firestop Putty Pads, for use with max 4-11/16 by 4-11/16 by max 2-1/8 in., or max 4-3/8 by 4-7/8 by max 2-1/8 in., flush device UL Listed Metallic Outlet Boxes installed with steel cover plates for use in 1 hr fire rated V446 gypsum board/steel stud or U341 gypsum board/wood stud Wall and Partition Design No. in the Fire Resistance Directory. When U341 wall design is used, wall shall be sheathed with 5/8 in. gypsum board, and glass or mineral fiber batt insulation shall be installed in stud cavities in accordance with U341 design. Boxes may be installed back-to-back. CP 617 or CFS-P PA Firestop Putty Pads, for use with max 4-11/16 by 4-11/16 by max 2-1/8 in. flush device UL Listed Metallic Outlet Boxes installed with steel cover plates for use in 1 and 2 hr fire rated gypsum board wall assemblies framed with min 3-1/2 in. deep wood or steel studs and constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the Fire Resistance Directory. Min 0.8 pcf density fiberglass batt insulation is to be installed within the wall cavity required for 1 hr fire rated gypsum board wall assemblies and optional in 2 hr fire rated gypsum wallboard assemblies. CP 617 or CFS-P PA Firestop Putty Pads, for use with max 4 by 3-3/4 by 3 in. deep UL Listed Nonmetallic Outlet Boxes manufactured by Carlon Electrical Products, made from polyvinyl chloride, and bearing a 2 hr rating under the "Outlet Boxes and Fittings Classification for Fire Resistance" category in the Fire Resistance Directory. Putty pads and boxes for use in 1 and 2 hr fire rated gypsum wallboard assemblies, framed with min 3-1/2 in. deep wood studs and constructed as specified in the individual U300 Series Wall and Partition Designs in the Fire Resistance Directory. Outlet box secured to wood stud by means of two nailing tabs supplied with the outlet box. Putty pads shall lap min 1/2 in. onto the stud and gypsum board within the stud cavity. Outlet boxes installed with steel or plastic cover plates. CP 617 or CFS-P PA Firestop Putty Pads, for use with max 4 by 4 by 2-7/8 in. deep UL Listed Nonmetallic Outlet Boxes manufactured by Carlon Electrical Products, made from polyvinyl chloride, and bearing a 2 hr rating under the "Outlet Boxes and Fittings Classification for Fire Resistance" category in the Fire Resistance Directory. Putty pads and boxes for use in the 1 hr fire rated V446 gypsum board/steel stud or U341 gypsum board/wood stud Wall and Partition Design in the Fire Resistance Directory. When U341 wall design is used, wall shall be sheathed with 5/8 in. gypsum board, and glass or mineral fiber batt insulation shall be installed in stud cavities in accordance with U341 design. Outlet box secured to steel stud by means of fastening tab supplied with the outlet box. Putty pads shall lap min 1/2 in. onto the stud and gypsum board within the stud cavity. Outlet boxes installed with steel or plastic cover plates. Boxes may be installed back to back. CP 617 Firestop Putty Pads, for use with max 2-1/4 by 3-3/4 by 2-3/4 in. deep UL Listed Nonmetallic Outlet Boxes manufactured by Pass and Seymore, Inc., and bearing a 2 hr rating under the "Outlet Boxes and Fittings Classification for Fire Resistance" category in the Fire Resistance Directory. Putty pads and boxes for use in 1 and 2 hr fire rated gypsum wallboard assemblies, framed with min 3-1/2 in. deep wood studs and constructed as specified in the individual U300 Series Wall and Partition Designs in the Fire Resistance Directory. Outlet box secured to wood stud by means of two nailing tabs supplied with the outlet box.Putty pads shall lap min 1/2 in. onto the stud and gypsum board within the stud cavity. Outlet boxes installed with steel or plastic cover plates. Wall Opening Protective Materials (CLIV, CLIV7) 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 4:23:47 PM C:\Users\brenden.elliott\Documents\513.7505.00_CU_WrestlingExpansion_E-16_brenden.elliott.rvt513.7505.00 10/6/17 E5.1.1 ELECTRICAL DETAILS Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman LITTLE NO. REASON DATE CORPORATE LICENSE #F-0467 151-600 0-150 3. EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORK SPACE (NOT GUARDED AS 2. EXPOSED LIVE PARTS ON ONE SIDE AND GROUNDED PARTS ON THE OTHER SIDE. 1. EXPOSED LIVE PARTS ON ONE SIDE AND NO LIVE OR GROUNDED PARTS ON 3 3 1/2 4 3 3 3 PROVIDED IN CONDITION 1) WITH THE OPERATOR BETWEEN. 300 VOLTS SHALL NOT BE CONSIDERED LIVE PARTS. MATERIALS. INSULATED WIRE OR INSULATED BUSBARS OPERATING AT NOT OVER BOTH SIDES EFFECTIVELY GUARDED BY SUITABLE WOOD OR OTHER INSULATING THE OTHER SIDE OF THE WORKING SPACE, OR EXPOSED LIVE PARTS ON WHERE THE "CONDITIONS" ARE AS FOLLOWS: CONCRETE, BRICK OR TILE SHALL BE CONSIDERED AS GROUNDED. S E E TA B L E "A "T H IS D IS TA N C E VOLTAGE TO GROUND, NOMINAL OR WIDTH OF EQUIP. 30" MIN.6 FT. 6 INCHES MIN.DEDICATED SPACE CONTINUES THROUGH SUSPENDED CEILING PER NEC ARTICLE 110-26.f SUSPENDED CEILING6 ft. MIN.WALL LIGHT FIXTURE PANEL EXCLUSIVELY DEDICATED SPACE WALL NOTE: THIS FIGURE ILLUSTRATES THE ADDITIONAL EXCLUSIVELY DEDICATED CODE. THE PANELBOARD FOR THE CABLES, RACEWAYS, ETC. TO AND FROM THE PANELBOARD REQUIRED BY SECTION 110-26, f OF THE NATIONAL ELECTRICAL SPACE REQUIRED OVER AND UNDER LIGHT FIXTURE PANEL PLANE OF FRONT EDGE OF PANEL EXCLUSIVELY DEDICATED SPACE NOTE: THIS FIGURE ILLUSTRATES THE WORKING SPACE IN FRONT OF THE PANELBOARD REQUIRED BY SECTION 110-26 OF THE NATIONAL ELECTRICAL CODE. SUSPENDED CEILING STRUCTURAL CEILING TABLE 110-26,(a) WORKING SPACES CONDITION: 1 2 3 MINIMUM CLEAR DISTANCE (FEET) STRUCTURAL CEILING NOTE: NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO THE ELECTRICAL EQUIPMENT OR ARCHITECTURAL APPURTENANCES SHALL BE PERMITTED TO BE INSTALLED IN OR PASS THROUGH THE DEDICATED SPACES SHOWN ABOVE WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ENGINEER AND THE AUTHORITY HAVING JURISDICTION. EXCLUSIVELY DEDICATED SPACE GENERAL NOTES: 1.MAINTAIN A MINIMUM CLEARANCE OF 305mm (12") ON ALL SIDES OF ROOF PENETRATION FROM WALLS, CURBS, AND OTHER PROJECTIONS TO FACILITATE PROPER FLASHING. 2.FLANGES OF ADJACENT FLASHINGS SHALL NOT BE CUT OR OVERLAPPED. 3.VERIFY ROOF & STRUCTURAL SYSTEM WITH ARCHITECT. 4.COORDINATE FLASHING INSTALLATION WITH ROOFING CONTRACTOR TO ENSURE PROPER METHODS & MATERIALS ARE USED TO MAINTAIN ROOF WARRANTY. PREFABRICATED RUBBER BOOT CAP WITH GRADUATED STEPS & WEATHER-PROOF PRESSURE SEAL TO COLLAR SEALANT AT PENETRATION TO MEMBRANE JUNCTUREBY ROOFING CONTRACTOR MULTIPLE MEMBRANE STRIPPING PLIES FEATHERED AT FIELD OF ROOF BY ROOFING CONTRACTOR. PRIME FLANGE BEFORE STRIPPING. PREFABRICATED FORMED 1.52mm (0.06") THICK ALUMINUM FLASHING ROUND COLLAR WITH MIN. 76mm (3") WIDE FLANGE. ATTACH TO ROOF PER MANUFACTURER'S INSTRUCTIONS CONDUIT CLAMP. SIZE AS REQUIRED BATT INSULATION ROOF MEMBRANE WATER CUT-OFF MASTIC COMPATIBLE WITH ROOF MEMBRANE STAINLESS CLAMP, TYP. 9.52mm (3/8") MIN GALVANIZED THREADED ROD, TYP. SEAL-OFF FITTING, TYP. ROOF STEEL EXPANSION ANCHOR INTEGRAL GALVANIZED LIPPED STEEL MOUNTING CHANNEL CONDUIT, TYP. CONDUIT CLAMP. SIZE AS REQUIRED LOCKING SQUARE WASHER & LOCKNUT GROUND BUS NEUTRAL BUS CONDUIT BONDING GROUNDING ELECTRODE CONDUTOR GROUND BUS GROUNDING CONDUCTOR NEUTRAL BUS CONDUIT BONDING BOND TO BUILDING STEEL. IF STEEL IS NOT AVAILABLE, BOND TO MDS 480V, 3PH, 3W PHASE CONDUCTORS DRY TYPE TRANSFORMER PHASE CONDUCTORS BRANCH CIRCUIT CONDUIT MAKE CIRCUIT JOINT WITH TWIST-ON CONNECTOR AND CONNECT TO DEVICE WITH SINGLE LEADS 1#12 AWG SOLID COPPER GREEN INSULATED JUMPER TO BOX BONDING SCREW DEVICE TRIM PLATE BOX DEVICE COVER WITH RAISED RING OF PROPER DEPTH AND TYPE FOR WALL CONSTRUCTION. RING TO FINISH FLUSH WITH WALL 4" SQUARE DEVICE BOX 1#12 AWG SOLID COPPER GREEN INSULATED JUMPER TO DEVICE GROUNDING SCREW NOTES: (ACCESS CONTROL SYSTEM) 1.THIS IS A GENERAL SERVICE SCHEMATIC WITH TYPICAL DEVICE AND WIRING RELATIONSHIPS OF A NEW ACCESS CONTROL SYSTEM TO SERVE THE FACILITY, INTENDED TO CONVEY THE BASIS OF DESIGN. 2. REFER TO PLANS AND DETAILS FOR QUANTITIES OF DEVICES AND GENERAL EQUIPMENT, LOCATIONS AND CABLING DETAILS. PROVIDE ALL NECESSARY AND REQUIRED HARDWARE, RACEWAY SYSTEMS, CABLING, CIRCUITRY, BONDING, GROUNDING, ETC. 3.EXACT LOCATIONS AND QUANTITIES OF ACCESS DEVICES, ETC. TO BE COORDINATED WITH OWNER REPRESENTATIVE PRIOR TO ROUGH IN AND LAYOUT. 4.ALL EQUIPMENT, ETC. INSTALLED IN OR OPEN TO THE CEILING CAVITY ENVIRONMENTAL AIR PLENUM WILL BE RATED AND U.L. LISTED FOR SUCH INSTALLATIONS. ALL SURVEILLANCE AND RELATED COMMUNICATION WIRING SHALL BE IN EMT. 5.SYSTEMS TO BE COORDINATED WITH OWNER REPRESENTATIVE PRIOR TO COMMENCING WORK. PROVIDE ALL NECESSARY AND REQUIRED COMPONENTS, CABINETS, DEVICES, APPLIANCES, CABLING AS PER MANUFACTURER. ELECTRIC STRIKE, COORDINATE WITH ARCHITECT FOR HARDWARE COMPATIBILITY AND MOUNTING DETAILS TYPICAL ACCESS CONTROLLED DOOR CARD READER ON ENTRY SIDE OF DOOR 1/2"C #18 AWG #16 AWG DOOR CONTACTS GENERAL NOTES: 1.ALL COMPONENTS AND WIRING PROVIDED BY THE CONTRACTOR EXCEPT AS NOTED. 2.ALL CONDUITS SHALL BE SEALED. CEILING MOTION SENSOR ON EGRESS SIDE OF DOOR, CONNECTED FOR FREE EGRESS #16 AWG CAT 6A CABLING TO PATCH PANEL 120V POWER CIRCUITRY 12"X12"X6" GALVANIZED STEEL JUNCTION BOX WITH SCREW COVER, LOCATED ABOVE NEAREST ACCESSIBLE CEILING ON THE SECURE SIDE OF DOOR. PROVIDE 3/4"C WITH INSULATED BUSHING FOR CONTROL WIRING BACK TO ELECTRICAL ROOM ON 1ST FLOOR. CONTROLLER(S), MOUNTED IN ELECTRICAL ROOM (FURNISHED BY OWNER) INSTALLED BY CONTRACTOR 38"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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 4:23:47 PM C:\Users\brenden.elliott\Documents\513.7505.00_CU_WrestlingExpansion_E-16_brenden.elliott.rvt513.7505.00 10/6/17 E5.1.2 ELECTRICAL DETAILS Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman LITTLE NOT TO SCALEE5.1.2 1 ELECTRICAL WORKING CLEARANCES DETAIL NOT TO SCALEE5.1.2 2 CONDUIT ROOF PENETRATION DETAIL NOT TO SCALEE5.1.2 4 TRANSFORMER BONDING DETAIL NOT TO SCALEE5.1.2 3 RECEPTACLE GROUNDING DETAIL NOT TO SCALEE5.1.2 5 DOOR ACCESS CONTROL DETAIL NO. REASON DATE CORPORATE LICENSE #F-0467 33 eE.6 eE RL EX EX2 PRACTICE GYMNASIUM 1036 OS EATON OAC-DT-2000-R (QTY. INDICATED ON PLANS) H N NORMAL POWER H N EMERGENCY POWER EATON 7601 POWER PACKSWITCH "S-LV" NORMAL LIGHTING LOAD EMERG POWER TRANSFER EATON CEPC-1-D EMERGENCY LIGHTING LOAD FIXTURES 'F6' OR 'F2' FIXTURES 'F6' OR 'F2' EATON SP20-MV OS EATON OAC-DT-2000-R (QTY. INDICATED ON PLANS) H N NORMAL POWER H N EMERGENCY POWER EATON WBSD-010DEC-C1 POWER PACK DIMMER SWITCH "S-LV1" NORMAL LIGHTING LOAD EMERG POWER TRANSFER EATON CEPC-1-D EMERGENCY LIGHTING LOAD FIXTURES 'F1' FIXTURES 'F1' EATON SP20-MV OS EATON OAC-DT-2000-R (QTY. INDICATED ON PLANS) H N NORMAL POWER EATON WBSD-010DEC-C1 POWER PACK DIMMER SWITCH "S-LV1" NORMAL LIGHTING LOAD FIXTURES 'F1' EATON SP20-MV 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 4:23:48 PM C:\Users\brenden.elliott\Documents\513.7505.00_CU_WrestlingExpansion_E-16_brenden.elliott.rvt513.7505.00 10/6/17 E6.0.0 LIGHTING FIXTURE SCHEDULE Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman LITTLE LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER MODEL ALTERNATE MANUFACTURER LAMP INFORMATION VOLT APPARENT LOAD MOUNTING COMMENTSTYPE. EX1 EXIT SIGN - CEILING MOUNTED SURE-LITES ELX6-X-G-X-C ACUITY - APPROVED EQUAL HUBBELL - APPROVED EQUAL LED 277 V 5 VA CEILING EX2 EXIT SIGN - WALL MOUNTED SURE-LITES ELX6-X-G-X-W ACUITY - APPROVED EQUAL HUBBELL - APPROVED EQUAL LED 277 V 5 VA SURFACE F1 2'x4' LED TROFFER LITHONIA 2BLT4-30L-ADSM-277-EZ1-L835 EATON - APPROVED EQUAL HUBBELL - APPROVED EQUAL LED 277 V 34 VA RECESSED F2 2'x2' LED TROFFER LITHONIA 2BLT2-20L-ADSM-277-EZ1-L835 EATON - APPROVED EQUAL HUBBELL - APPROVED EQUAL LED 277 V 20 VA RECESSED F6 4' LED LINEAR FIXTURE EATON 4SLSTP4040DD-UNV ACUITY - APPROVED EQUAL HUBBELL - APPROVED EQUAL LED 277 V 43 VA SUSPENDED F6A 4' LED LINEAR FIXTURE EATON 4SLSTP2040DD-UNV ACUITY - APPROVED EQUAL HUBBELL - APPROVED EQUAL LED 277 V 20 VA SUSPENDED F7 EXTERIOR WALL FIXTURE LITHONIA TWR1-LED-3-40K-MVOLT EATON - APPROVED EQUAL HUBBELL - APPROVED EQUAL LED 277 V 49 VA WALL 1/8" = 1'-0"E6.0.0 3 CONVOCATION PRACTICE GYM - LIGHTING PLAN NOT TO SCALEE6.0.0 1 LIGHTING CONTROL DIAGRAM - LOCKER ROOMS, LOUNGE, FITNESS, CORRIDOR, AND RECEPTION (TYPICAL) NOT TO SCALEE6.0.0 2 LIGHTING CONTROL DIAGRAM - CONFERENCE ROOM 104 & OFFICE 103 GENERAL NOTES (LIGHTING CONTROL DIAGRAMS): A. ALL ROOM CONTROLLERS SHALL BE LOCATED ABOVE THE CEILING AT ENTRY DOOR. PROVIDE MARK OR LABEL ON CEILING GRID DIRECTLY BELOW THE CONTROLLER, COORDINATE TYPE OF IDENTIFICATION WITH OWNER AND ARCHITECTS PRIOR TO INSTALLATION. B. THE DIAGRAMS ON THIS SHEET ARE GENERAL SCHEMATICS INTENDED TO CONVEY THE BASIS OF DESIGN. IF ANOTHER MANUFACTURER IS USED, CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY EQUIPMENT, DEVICES, WIRING, ETC. TO ENSURE ACTUAL INSTALLATIONS AND PERFORMANCE OF THE SYSTEM MEETS THE DESIGN INTENT. NOT TO SCALEE6.0.0 4 LIGHTING CONTROL DIAGRAM - COACH OFFICE 105 NOTE: CONTRACTOR TO VERIFY EXISTING LAMP COLOR TEMPERATURE AND MATCH NEW TO EXISTING. NO. REASON DATE CORPORATE LICENSE #F-0467 70/3 70/3 1 1 1 1TN2 (NEW) 45 KVA PRIMARY: 480V SEC: 208/120V 3#4,#8(G) IN 1"C 4#1/0,#6(G) IN 2"C #6 CU, 1/2"C 4#3,#8(G) IN 1-1/4"C 4#3,#8(G) IN 1-1/4"C 2 SETS OF: 4#500,#1/0(G) IN 3-1/2"C 150/3 150A 70A GENERATOR 45KW FIRE PUMP CONTROLLER WITH TRANSFER SWITCHL #2#1 L #2#1 ATS-2 L #2#1 ATS-1 G M MM M M MM M M M VFD VFD M M VFD VFD M VFD M M M M M M M M M M MM M M M M M VFD VFD M M VFD VFD M VFD M M VFD VFD M M VFD VFD M VFD M M MMMM M M GFP 100% RATED 480/277V SEC., 3PH, 4W UTILITY XFMR 3200/3 MAIN SWITCHBOARD MDSB 100/3800/3 800/3 800A BUS PANEL 1MHN1 3PH, 4W 480/277V, 2TS 400/3AF 2DLS PANEL GROUND BAR NEUT. GND. 250/3 100/3 100/3 100/3 100/3 100A 2PLS1 PANEL 100/3 100A 2PLS2 PANEL 250/3AF 480/277V, 3PH, 4W PANEL 2DHS 250A BUS 100A ELEVATOR 1002 100A ELEVATOR 1019 100/3 100A 2PLS3 PANEL 3LHN1 PANEL 3LHN2 PANEL 3LHN3 PANEL 100A 100A 100A 80A COOLING TOWER 100A ELEVATOR 1044 70/3 CWP-2 40/3 PCHP-1 70/3 CWP-1 PCHP-2 SCHP-1 SCHP-2 HP-1 HP-2 100/3 90/3 100/3 AHU-1 RETURN AHU-1 SUPPLY AHU-2 SUPPLY 90/3 AHU-2 RETURN 20/3 COOLING TOWER BASIN VF-1 CAF-1COOLING TOWER BASIN CAF-1 J 1TN 400/3AF 1DLN PANEL 225A 150/3 225A 1PLS1 PANEL 225A 1PLS2 PANEL 1TS 250/3AF 150A 1DLS PANEL 100A 1LHN PANEL 100A 1LHS PANEL 100/3 100/3 100A 1SLN1 PANEL 200/3 1TN1 250/3AF 150A 1DLN1 PANEL 150/3 100A SCRBD PANEL 100/3 100A 1PLN1 PANEL 100/3 100A 1PLN2 PANEL 100/3 100A 1PLN3 PANEL 100/3 100A 1PLN4 PANEL 150/3 400A 200A 200A 100A 'CAMLOK' PLUGS PD-1 CHILLER CH-1 70/3 40/3 100/3 90/3 100/3 90/3 20/3 20/3 400A BUS PANEL 1MHN2 3PH, 4W 480/277V, BOILER B-1 BOILER B-2 AHU-4 SUPPLY AHU-4 RETURN AHU-7 SUPPLY AHU-7 RETURN AHU-3 SUPPLY AHU-5 SUPPLY AHU-5 RETURN AHU-6 SUPPLY AHU-8 SUPPLY AHU-8 RETURN AHU-3 RETURN AHU-6 RETURN 125A 100A 100A FIRE PUMP 400/3 100/3 20/3 OS1DHN PANEL 35/3 20/3 REF-1 JOCKEY PUMP DOMESTIC WATER BOOSTER PUMP E1TN 50/3 30/3 100A 100A 40/3 E3LLS PANEL E1LHN PANEL 125A 125A E1DHN PANEL 40/3 40/3 40/3 40/3 40/3 20/3 20/3 20/3 20/3 20/3 20/3 20/3 20/3 20/3 20/3 60/3 E1PLN1 PANEL 100A MINI POWER ZONE 225/3 RTU-1 RTU-2 20/3 PANEL 1PLN5 (NEW) 42 CKT. LOAD SUMMARY - "MSBD" 3200 OVERCURRENT PROTECTION EXISTING LOAD (FROM RECORD DRAWINGS) NEW LOAD EQUIPMENT BUS RATING AMPS AMPS KVA KVA 3200 2231.8 117.19 2825.4 AMPS TOTAL CONNECTED LOAD 2349 KVA EXISTING DEMAND LOAD ADDED LOAD AMPS AMPS 2307.1 +133.2 TOTAL DEMAND LOAD 2440.3 AMPS 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 4:23:49 PM C:\Users\brenden.elliott\Documents\513.7505.00_CU_WrestlingExpansion_E-16_brenden.elliott.rvt513.7505.00 10/6/17 E7.0.0 SINGLE LINE DIAGRAM Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman LITTLE NOT TO SCALEE7.0.0 1 SINGLE LINE DIAGRAM GENERAL NOTES: 1.EXISTING FEEDER SIZES ARE FROM RECORD DRAWINGS. 2.ALL EQUIPMENT, ASSOCIATED FEEDERS, AND CIRCUIT BREAKERS ARE EXISTING TO REMAIN, UNLESS OTHERWISE NOTED. ALL NEW WORK ASSOCIATED WITH PANELS IS SPECIFICALLY INDICATED ON THE PLANS, POWER RISER DIAGRAM AND/OR THE PANEL SCHEDULES. SCOPE OF WORK INCLUDES NEW XFMR '1TN2' & PANEL '1PLN5' AND MODIFICATIONS TO '1LHN', 'E1LHN', AND '1MHN1'. 3.UPDATE ALL PANEL DIRECTORIES PER RENOVATION WORK. PROVIDE NEW, TYPED DIRECTORIES FOR ALL AFFECTED PANELS. NO HANDWRITTEN MARKS. 4.FOR ALL EXISTING LOADS REMOVED, AS A RESULT OF DEMOLITION WORK, RELABEL CIRCUIT BREAKERS AS "SPARE" IN EXISTING PANELS. PROVIDE UPDATED TYPED DIRECTORY. FOR PANELS AFFECTED, CONTRACTOR SHALL TRACE CIRCUITS AS REQUIRED TO PROVIDE UPDATED DIRECTORY. 5.ALL NEW CIRCUIT BREAKERS SHALL MATCH EXISTING AIC RATINGS. REFERENCE NOTES (SINGLE LINE DIAGRAM): ADDING LOAD TO EXISTING PANELS. SEE PANEL SCHEDULES E7.0.1.1 NO. REASON DATE CORPORATE LICENSE #F-0467 LOAD SUMMARY - "1LHN" 125 OVERCURRENT PROTECTION EXISTING LOAD (FROM RECORD DRAWINGS) ADDED LOAD (NEW LIGHTING) EQUIPMENT BUS RATING AMPS AMPS KVA KVA 100 39 +3.79 51.5 AMPS TOTAL CONNECTED LOAD 42.79 KVA EXISTING DEMAND LOAD ADDED LOAD AMPS AMPS 46.92 +5.7 TOTAL DEMAND LOAD 52.62 AMPS LOAD SUMMARY - "E1LHN" 125 OVERCURRENT PROTECTION EXISTING LOAD (FROM RECORD DRAWINGS) ADDED LOAD (NEW LIGHTING) EQUIPMENT BUS RATING AMPS AMPS KVA KVA 100 15.54 +1.00 20 AMPS TOTAL CONNECTED LOAD 16.54 KVA EXISTING DEMAND LOAD ADDED LOAD AMPS AMPS 18.5 +2 TOTAL DEMAND LOAD 20.5 AMPS LOAD SUMMARY - "E1DHN" 125 OVERCURRENT PROTECTION EXISTING LOAD (FROM RECORD DRAWINGS) PANEL E1LHN (NEW LOAD) EQUIPMENT BUS RATING AMPS AMPS KVA KVA 100 27.89 +1.00 34.75 AMPS TOTAL CONNECTED LOAD 28.89 KVA EXISTING DEMAND LOAD ADDED LOAD AMPS AMPS 32.96 +1.25 TOTAL DEMAND LOAD 34.23 AMPS LOAD SUMMARY - "1MHN1" 800 OVERCURRENT PROTECTION EXISTING LOAD (FROM RECORD DRAWINGS) ADDED LOAD (RTU-1 & RTU-2) EQUIPMENT BUS RATING AMPS AMPS KVA KVA 800 420.04 +78.16 599.2 AMPS TOTAL CONNECTED LOAD 498.2 KVA EXISTING DEMAND LOAD ADDED LOAD AMPS AMPS 505.47 +94 TOTAL DEMAND LOAD 599.5 AMPS 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 4:23:50 PM C:\Users\brenden.elliott\Documents\513.7505.00_CU_WrestlingExpansion_E-16_brenden.elliott.rvt513.7505.00 10/6/17 E7.0.1 PANEL SCHEDULES Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman LITTLE **1: CONTRACTOR TO INSTALL NEW CIRCUIT BREAKER TO MATCH EXISTING TYPE AND AIC RATING. Notes: Total Est. Demand Current:5 A Total Conn. Current:4 A Total Est. Demand:4 kVA Total Conn. Load:3.2 kVA Lighting 3.2 kVA 125.00% 4 kVA (NEW LOAD ONLY) Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:0 A 5 A 8 A Total Load:0 kVA 1.31 kVA 1.89 kVA 29 EXISTING 20 A 1 0 0 1 20 A EXISTING 30 27 Space -- -- 0 0 -- -- Space 28 25 Space -- -- 0 0 -- -- Space 26 23 Space -- --0 0 -- -- Space 24 21 Space -- -- 0 0 1 20 A EXISTING 22 19 Space -- -- 0 0 1 20 A EXISTING 20 17 LTG - WRESTLING GYM ADDITION **1 20 A 1 1.89 0 -- -- Space 18 15 LTG - WRESTL. LOCKERS, ROOMS 102-108 **1 20 A 1 1.31 0 -- -- --16 13 EXISTING 20 A 1 0 0 -- -- --14 11 EXISTING 20 A 1 0 0 3 20 A EXISTING 12 9 EXISTING 20 A 1 0 0 1 20 A EXISTING 10 7 EXISTING 20 A 1 0 0 1 20 A EXISTING 8 5 EXISTING 20 A 1 0 0 -- -- Space 6 3 EXISTING 20 A 1 0 0 1 20 A EXISTING 4 1 EXISTING 20 A 1 0 0 -- -- Space 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT ALL CIRCUIT BREAKERS SHOWN ARE EXISTING UNLESS OTHERWISE NOTED. Notes: Enclosure:Type 1 MCB Rating: Mounting:Surface Wires:4 Mains Rating:125 A Supply From:Phases:3 Mains Type:MLO Location:Volts:480/277 Wye A.I.C. Rating: Branch Panel: 1LHN **1: CONTRACTOR TO INSTALL NEW CIRCUIT BREAKER TO MATCH EXISTING TYPE AND AIC RATING. Notes: Total Est. Demand Current:2 A Total Conn. Current:1 A Total Est. Demand:1.25 kVA Total Conn. Load:1 kVA Lighting 1 kVA 125.00% 1.25 kVA (NEW LOAD ONLY) Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:2 A 0 A 2 A Total Load:0.46 kVA 0 kVA 0.54 kVA 29 Space -- --0 0 -- -- Space 30 27 Space -- -- 0 0 -- -- Space 28 25 Space -- -- 0 0 -- -- Space 26 23 Space -- --0 0 -- -- Space 24 21 Space -- -- 0 0 -- -- Space 22 19 Space -- -- 0 0 -- -- Space 20 17 Space -- --0 0 -- -- Space 18 15 Space -- -- 0 0 -- -- Space 16 13 Space -- -- 0 0 -- -- Space 14 11 Space -- --0 0 -- -- Space 12 9 EXISTING 20 A 1 0 0 -- -- Space 10 7 EXISTING 20 A 1 0 0.46 1 20 A LTG - ROOMS 102-108 8 5 EXISTING 20 A 1 0 0.54 1 20 A LTG - WRESTL. LOCKER RMS & GYM **1 6 3 EXISTING 20 A 1 0 0 1 20 A EXISTING 4 1 EXISTING 20 A 1 0 0 1 20 A EXISTING 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT ALL CIRCUIT BREAKERS SHOWN ARE EXISTING UNLESS OTHERWISE NOTED. Notes: Enclosure:Type 1 MCB Rating: Mounting:Surface Wires:4 Mains Rating:125 A Supply From:Phases:3 Mains Type:MLO Location:Volts:480/277 Wye A.I.C. Rating: Branch Panel: E1LHN Notes: Total Est. Demand Current:87 A Total Conn. Current:95 A Power 9.01 kVA 100.00% 9.01 kVA Total Est. Demand:31.5 kVA Receptacle 15.48 kVA 82.30% 12.74 kVA Total Conn. Load:34.24 kVA Other 9.75 kVA 100.00% 9.75 kVA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:94 A 98 A 93 A Total Load:11.3 kVA 11.79 kVA 11.14 kVA 41 Spare 20 A 1 0 0 1 20 A Spare 42 39 Spare 20 A 1 0 0 1 20 A Spare 40 37 Spare 20 A 1 0 0 1 20 A Spare 38 35 ---- --3 0 1 20 A Spare 36 33 ---- -- 3 0.36 1 20 A REC: EXTERIOR ROOF 34 31 OWNER EQUIPMENT 30 A 3 3 0.9 1 20 A REC: WRESTLING LOCAKERS - 111 32 29 REC: WRESTLING LOCAKERS - 111 20 A 1 0.72 1.08 1 20 A REC: WRESTLING LOCAKERS - 111 30 27 REC: WRESTLING LOCAKERS - 111 20 A 1 1.08 1.08 1 20 A REC: WRESTLING LOCAKERS - 111 28 25 REC: COACH'S LOCKERS 109 & TOILET 109.1 ... 20 A 1 0.72 0.9 1 20 A REC: COACH'S LOCKERS 109 26 23 REC: LOUNGE 108 - COUNTERTOP 20 A 1 0.36 0.54 1 20 A REC: WRESTLING GYM EXPANSION - 101.1 24 21 REC: LOUNGE 108 - REF 20 A 1 0.75 0.18 1 20 A REC: LOUNGE 108 - COUNTERTOP 22 19 REC: LOUNGE 108 20 A 1 0.72 0.18 1 20 A REC: LOUNGE 108 - TV 20 17 REC: FITNESS 107 - STATIONARY BIKE 20 A 1 1 1 1 20 A REC: FITNESS 107 - STATIONARY BIKE 18 15 REC: FITNESS 107 - STATIONARY BIKE 20 A 1 1 1 1 20 A REC: FITNESS 107 - STATIONARY BIKE 16 13 REC: FITNESS 107 - TREADMILL 20 A 1 1 1 1 20 A REC: FITNESS 107 - ELLIPTICAL 14 11 REC: FITNESS 107 - TREADMILL 20 A 1 1 1 1 20 A REC: FITNESS 107 - TREADMILL 12 9 REC: ASST. COACH 103 - FURNITURE CONN #2 20 A 1 1.08 1 1 20 A REC: FITNESS 107 - TREADMILL 10 7 REC: ASST. COACH 103 - FURNITURE CONN #1 20 A 1 1.08 0.36 1 20 A REC: FITNESS 107 - TV's 8 5 REC: STOR 106 & CORRIDOR 102.1 20 A 1 0.9 0.54 1 20 A REC: FITNESS 107 6 3 REC: CONF 104 20 A 1 0.36 0.9 1 20 A REC: CONF 104 4 1 REC: RECEP. 102 20 A 1 0.72 0.72 1 20 A REC: ASST. COACH OFFICES 103 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure:Type 1 MCB Rating: Mounting:Surface Wires:4 Mains Rating:150 A Supply From:Phases:3 Mains Type:MLO Location:Volts:120/208 Wye A.I.C. Rating:10,000 Branch Panel: 1PLN5(MODIFIED) (MODIFIED) (NEW) **1: CONTRACTOR TO INSTALL NEW CIRCUIT BREAKER TO MATCH EXISTING TYPE AND AIC RATING. Notes: Total Est. Demand Current:94 A Total Conn. Current:94 A Total Est. Demand:78.16 kVA Total Conn. Load:78.16 kVA HVAC 78.16 kVA 100.00% 78.16 kVA (NEW LOAD ONLY) Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Legend: Total Amps:94 A 94 A 94 A Total Load:26.05 kVA 26.05 kVA 26.05 kVA 65 ---- --0 0 -- -- --66 63 ---- -- 0 0 -- -- --64 61 EXISTING 20 A 3 0 0 3 20 A EXISTING 62 59 ---- --0 0 -- -- --60 57 ---- -- 0 0 -- -- --58 55 EXISTING 20 A 3 0 0 3 20 A EXISTING 56 53 ---- --0 0 -- -- --54 51 ---- -- 0 0 -- -- --52 49 EXISTING 20 A 3 0 0 3 20 A EXISTING 50 47 ---- --0 0 -- -- --48 45 ---- -- 0 0 -- -- --46 43 EXISTING 20 A 3 0 0 3 20 A EXISTING 44 41 ---- --0 0 -- -- --42 39 ---- -- 0 0 -- -- --40 37 EXISTING 20 A 3 0 0 3 20 A EXISTING 38 35 ---- --0 0 -- -- --36 33 ---- -- 0 0 -- -- --34 31 EXISTING 20 A 3 0 0 3 20 A EXISTING 32 29 ---- --0 0 -- -- --30 27 ---- -- 0 0 -- -- --28 25 EXISTING 20 A 3 0 0 3 20 A EXISTING 26 23 ---- --0 0 -- -- --24 21 ---- -- 0 0 -- -- --22 19 EXISTING 20 A 3 0 0 3 20 A EXISTING 20 17 ---- --0 0 -- -- --18 15 ---- -- 0 0 -- -- --16 13 EXISTING 20 A 3 0 0 3 20 A EXISTING 14 11 Space -- --0 0 -- -- Space 12 9 Space -- -- 0 0 -- -- Space 10 7 Space -- -- 0 0 -- -- Space 8 5 ---- --13.03 13.03 -- -- --6 3 ---- -- 13.03 13.03 -- -- --4 1 RTU-1 **1 70 A 3 13.03 13.03 3 70 A RTU-2 **1 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT ALL CIRCUIT BREAKERS SHOWN ARE EXISTING UNLESS OTHERWISE NOTED. Notes: Enclosure:Type 1 MCB Rating: Mounting:Surface Wires:4 Mains Rating:800 A Supply From:Phases:3 Mains Type:MLO Location:Volts:480/277 Wye A.I.C. Rating: Branch Panel: 1MHN1 ELEC. 1111 MDSB NO. REASON DATE CORPORATE LICENSE #F-0467 FS TS SDSD SDSD SDSD MM C F HEAT DETECTOR EV ELEVATOR LOBBY SMOKE DETECTOR DUCT MOUNTED SMOKE DETECTOR WITH REMOTE LED INDICATOR TP TAMPERPROOF SMOKE DETECTOR. IONIZATION TYPE. TAMPER SWITCH FLOW SWITCH FIRE ALARM PULL STATION. SEE SPECIFICATIONS FOR DEVICE TYPE. AS INDICATED ON PLANS. SEE SPECS FOR TYPE. VISUAL FIRE ALARM NOTIFICATION APPLIANCE. (15 CANDELAS UNLESS OTHERWISE NOTED). WALL-MOUNTED OR CEILING-MOUNTED AS INDICATED ON PLANS. COMBINATION AUDIBLE/VISUAL FIRE ALARM NOTIFICATION APPLIANCE. (15 CANDELAS UNLESS OTHERWISE NOTED). WALL-MOUNTED OR CEILING-MOUNTED CEILING OR WALL MOUNTED SMOKE DETECTOR CONTROL MODULE MONITOR MODULE HD AUDIBLE NOTIFICATION APPLIANCE. WALL-MOUNTED OR CEILING MOUNTED AS INDICATED ON PLANS. or SDSD DD A F V Aor Vor For R DMP M FIRE/SMOKE DAMPER - FIRE ALARM CONNECTION FIRE ALARM CONTROL PANEL FIRE ALARM ANNUNCIATOR PANEL FIRE ALARM ADDRESSABLE RELAY. COORDINATE CONNECTIONS TO MECHANICAL EQUIPMENT WITH DIVISION 23 CONTRACTOR TO ENSURE PROPER OPERATION OF MECHANICAL EQUIPMENT. DOOR HOLD OPEN DEVICE PROVIDED UNDER GENERAL CONTRACT. PROVIDE 120V AC CONNECTION TO FURNISHED POWER SUPPLY ABOVE ACCESSIBLE CEILING. PROVIDE 3/4"C AND WIRING PER MANUFACTURER REQUIREMENTS BETWEEN POWER SUPPLY AND HOLD OPEN DEVICE(S) AT DOOR. POST INDICATOR VALVEPIV BEAM DETECTOR FACP FAA DUCT DETECTOR REMOTE INDICATOR LIGHT (MOUNTED IN NEAREST COMMON AREA)LI MOUNT ON APPROVED BOX SMOKE/HEAT DETECTOR INSTALL PER NATIONAL ELECTRIC CODE CONDUIT AIR SUPPLY DIFFUSER OR OR RETUN AIR OPENING MOUNT AUDIBLE & VISUAL DEVICES ON APPROVED BOXED. 0'-6" MIN3'-0" MIN0'-4" MIN 1'-0" MAX HORN SMOKE/HEAT DETECTOR STROBE FINISHED FLOOR HINGED SIDE MANUAL PULL STATION HORN/STROBE 5'-0" MAX (3'-6" MIN, 4'0" MAX) 3'-8" 80" MIN BOTTOM OF DEVICE 96" MAX TOP OF DEVICE EXIT 5'-6" A B C D E F G H I J K L M N O P Q R S T U V W X Y A B C D E F G H I J K L M N O P Q R S T U V W X Y 1 2 3 4 5 6 7 8 9 10 FIRE ALARM SYSTEM AC POWER FAILURE SYSTEM INPUTS 11 12 13 14 15 16 17 18 19 20 21 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 FIRE ALARM SYSTEM LOW BATTERY OPEN CIRCUIT GROUND FAULT NOTIFICATION APPLIANCE CIRCUIT SHORT BUILDING MANUAL PULL STATIONS CORRIDOR SMOKE DETECTORS AREA SMOKE DETECTORS HVAC AIR DUCT SMOKE DETECTORS SPRINKLER TAMPER SWITCH SPRINKLER WATER FLOW IN BUILDING SPRINKLER WATER FLOW IN ELEVATOR EQUIPMENT ROOM OR SHAFT ELEVATOR EQUIPMENT ROOM AREA SMOKE DETECTOR ELEVATOR SHAFT AND ELEVATOR EQUIPMENT ROOM HEAT DETECTORS ELEVATOR LOBBY SMOKE DETECTORS - UPPER FLOORS ELEVATOR LOBBY SMOKE DETECTORS - RECALL FLOOR ELEVATOR CONTROLLER POWER SHUNT TRIP STATUS FIRE PUMP POWER FAILURE/PHASE REVERSAL FIRE PUMP RUNNING FIRE PUMP SYSTEN NOT IN AUTOMATIC -- AREA OF REFUGE TWO-WAY COMMUNICATIONS STATUS FIRE ALARM SYSTEM MATRIX SPRINKLERED BUILDING SYSTEM OUTPUTSACTUATE COMMON ALARM SI GNAL I NDI CATORACTUATE AUDI BLE SUPERVI SORY SI GNALACTUATE AUDI BLE ALARM SI GNALACTUATE ZONE OR DEVI CE ADDRESS ALARM I NDI CATORACTUATE COMMON SUPERVI SORY SI GNAL I NDI CATORACTUATE AUDI BLE TROUBLE SI GNALACTUATE COMMON TROUBLE SI GNAL I NDI CATORACTUATE GENERAL EVACUATI ON SI GNALDI SPLAY CHANGE OF STATUSTRANSMI T FI RE ALARM SI GNAL TO CENTRAL STATI ONTRANSMI T SUPERVI SORY SI GNAL TO CENTRAL STATI ONTRANSMI T TROUBLE SI GNAL TO CENTRAL STATI ONRELEASE MAGNETI CALLY HELD DOORSRECALL ELEVATOR TO RECALL FLOORRECALL ELEVATOR TO ALTERNATE RECALL FLOORACTUATE WARNI NG TO ELEVATOR CABSDELAYED REMOVAL OF POWER FROM ELEVATORSUNLOCK EXI TS AND CONTROL DOORSSHUT DOWN RESPECTI VE AI R HANDLI NG EQUI PMENT- - - - FACP ANNUNCIATION NOTIFICATION REQUIRED FIRE SAFETY CONTROL NOTE: EXISTING BUILDING’S SEQUENCE OF OPERATION IS FOR REFERENCE ONLY. CONTRACTOR TO VERIFY EXISTING BUILDING’S SEQUENCE OF OPERATIONS. THE EXISTING SYSTEM CONSISTS OF INITIATION, NOTIFICATION, AND DETECTION (PULL STATIONS, AUDIBLE/VISUAL, VISUAL, SMOKE DETECTORS, DUCT DETECTORS). ALL EXISTING DEVICES AND EQUIPMENT TO REMAIN AS INSTALLED UNLESS INDICATED OTHERWISE ON DRAWINGS. MAINTAIN OPERATIONAL INTEGRITY OF ALL EXISTING DEVICES AND EQUIPMENT TO REMAIN. REPLACE ANY COMPONENT NOT IN PROPER OPERATING ORDER. REFER TO PLANS AND DETAILS FOR QUANTITIES AND LOCATIONS OF NEW DEVICES AND EQUIPMENT. ALL NEW DEVICES/EQUIPMENT SHALL BE COMPATIBLE WITH, AND INTERFACED WITH THE EXISTING FIRE ALARM SYSTEM. PROVIDE ALL REQUIRED AND NECESSARY APPLIANCES, WIRING, RE-PROGRAMMING, RACEWAYS, BACKBOXES, AND TESTING FOR A COMPLETE OPERATING SYSTEM IN COMPLIANCE WITH NFPA 101, 70, 72 AND OTHER RELATED CODES. A CERTIFIED FIRE ALARM SYSTEM REPRESENTATIVE SHALL FURNISH AND INSTALL CABLES, CONTROL MODULES, CONTROL/RELAY MODULES, MONITOR MODULES, SIGNALING LINE CIRCUIT MODULES, SYNCHRONIZATION MODULES, AND ALL RELATED AND NECESSARY RE- PROGRAMMING, FUNCTIONAL TESTING, ETC. AS REQUIRED TO ACCOMMODATE THE NEW NOTIFICATION APPLIANCES, INITIATION DEVICES, ETC. FOR A COMPLETE WORKING FIRE ALARM SYSTEM. ACTIVATION OF THE NEW FIRE ALARM SYSTEM NOTIFICATION APPLIANCES, INITIATING DEVICES, CONTROL/RELAY MODULES, MONITOR MODULES, ETC. SHALL BE PER THE BUILDING'S FIRE ALARM SYSTEM CONTROL PANEL SEQUENCE OF EVENTS AND OPERATION. EXACT LOCATIONS AND QUANTITIES OF APPLIANCES, PANELS, ETC. TO BE COORDINATED WITH AE TEAM AND WITH LOCAL AHJ PRIOR TO ROUGH-IN AND LAYOUT. PROVIDE DETAILED SHOP DRAWING SUBMITTAL, INCLUDING BUT NOT LIMITED TO, A LAYOUT PLAN OF ALL APPLIANCES, CABLING, AND EQUIPMENT, INCLUDING POINT TO POINT WIRING DIAGRAM, BATTERY AND VOLTAGE DROP CALCULATIONS, FOR SUBMITTAL TO AND REVIEW AND APPROVAL BY AE TEAM AND OSFM PRIOR TO COMMENCING WORK OR ORDERING MATERIAL. ALL EQUIPMENT, ETC INSTALLED IN OR OPEN TO THE CEILING CAVITY ENVIRONMENTAL AIR PLENUM SHALL BE RATED AND U.L. LISTED FOR SUCH INSTALLATIONS. FIRE ALARM SYSTEM CABLING TYPE, RATING, SIZE AND QUANTITIES, TO BE AS DICTATED BY FIRE ALARM AND FIRE SUPPRESSION SYSTEM'S MANUFACTURERS. QUANTITIES OF NOTIFICATION APPLIANCES, INITIATING DEVICES, ETC., SHALL BE AS DELINEATED ON THE PLANS AND AS REQUIRED BY THE OFFICE OF THE STATE FIRE MARSHAL. QUANTITIES OF POWER SUPPLY UNITS, MODULES, CONTROLLERS, CARDS, RELAYS, ETC., SHALL BE PROVIDED AS DICTATED BY APPLIANCE LOADS. CEILING MOUNTED SMOKE/HEAT DETECTORS SHALL BE A MINIMUM OF 2' AWAY FROM LIGHT FIXTURES AND A MINIMUM OF 3' AWAY FROM AIR DISTRIBUTION DEVICES. RELOCATE EXISTING DEVICES IN NEW CEILING(S) AS REQUIRED. CANDELA RATINGS INDICATED ON DRAWINGS ARE THE REQUIRED MINIMUM CANDELA. ALL 15 CANDELA FIRE ALARM STROBES SHALL BE RATED FOR 15/75 CANDELAS. WHERE NEW AND EXISTING VISUAL NOTIFICATION APPLIANCES ARE WITHIN THE SAME FIELD OF VIEW, PROVIDE FLASH SYNCHRONIZATION OF ALL APPLIANCES. AUDIBLE SIGNAL SOUND LEVEL SHALL BE AT LEAST 15dBA ABOVE THE AVERAGE AMBIENT SOUND LEVEL OR 5dBA ABOVE THE MAXIMUM SOUND LEVEL HAVING A DURATION OF 60 SECONDS MINIMUM, WHICHEVER IS LOUDER, MEASURED FIVE FEET ABOVE THE FLOOR IN THE OCCUPIABLE AREA. AMBIENT SOUND LEVEL IS CONSIDERED AT 60dBA. COMPLY WITH 2012 NC FIRE CODE 907.6.2.1.1. INTERRUPTION OF EXISTING FIRE-ALARM SERVICE: DO NOT INTERRUPT FIRE-ALARM SERVICE TO FACILITIES OCCUPIED BY OWNER UNLESS PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE TEMPORARY GUARD SERVICE OR FIRE WATCH ACCORDING TO REQUIREMENTS INDICATED: 1. NOTIFY OWNER IN ADVANCE OF PROPOSED INTERRUPTION OF FIRE-ALARM SERVICE. 2. DO NOT PROCEED WITH INTERRUPTION OF FIRE-ALARM SERVICE WITHOUT OWNER'S WRITTEN PERMISSION. PROTECT EXISTING DEVICES DURING CONSTRUCTION, UNLESS DEVICES ARE PLACED IN SERVICE TO PROTECT THE FACILITY DURING CONSTRUCTION. MAINTAIN EXISTING EQUIPMENT FULLY OPERATIONAL UNTIL NEW EQUIPMENT HAS BEEN TESTED AND ACCEPTED. AS NEW EQUIPMENT IS INSTALLED, LABEL IT "NOT IN SERVICE" UNTIL IT IS ACCEPTED. REMOVE LABELS FROM NEW EQUIPMENT/DEVICES WHEN PUT INTO SERVICE. LABEL EXISTING FIRE-ALARM EQUIPMENT/DEVICES "NOT IN SERVICE" UNTIL REMOVED FROM THE BUILDING. AFTER ACCEPTANCE OF NEW FIRE-ALARM SYSTEM, REMOVE EXISTING DISCONNECTED FIRE-ALARM EQUIPMENT AND WIRING. ALL WIRING SHALL BE IN 1/2" DEDICATED CONDUIT. ALL FIRE ALARM SYSTEM WORK SHALL BE APPROVED BY THE LOCAL AHJ PRIOR TO COMMENCING ANY FIRE ALARM WORK. ALL NEW FIRE ALARM APPLIANCES SHALL BE RED FINISH. A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R. S. T. U. EXISTING FIRE ALARM CONTROL PANEL (SIMPLEX 4100U) LOCATED ON LEVEL 1 F TYPICAL NEW DEVICES, SEE PLAN FOR LOCATION EXISTING PREACTION RELEASE PANEL CONTROL EXISTING ELEVATOR RECALL TO FAN SHUT DOWN CONTROL (EXISTING) EXISTING CIRCUIT FOR MECHANICAL EQUIPMENT SHUTDOWN AT ALARM CONDITION (COMMONS AREA UNITS) SUPPLY (EXISTING) 24VDC CHARGER/POWER EXISTING NOTIFICATION APPLIANCE CIRCUIT LOOP EXISTING INITIATION CIRCUIT LOOP EXISTING SPRINKLER FLOW ALARM SWITCHES AND VALVE SUPERVISORY SWITCHES 120V CIRCUIT (EXISTING) EXISTING FIRE ALARM PANEL ANNUNCIATOR SERVICE, PER NFPA 72 (EXISTING) TO U.L. LISTED 24-HOUR MONITORING C FLFL TSTS SD SD DD LI A FF T NOTE: THIS IS A GENERAL SERVICE SCHEMATIC WITH TYPICAL BOARD AND DEVICE WIRING RELATIONSHIPS OF THE EXISTING FIRE ALARM AND DETECTION CONTROL SYSTEM SERVING THE FACILITY. F V A F AFVA TYPICAL NOTIFICATION BOOSTER APPLIANCE PANEL TYPICAL NEW DEVICES, SEE PLAN FOR LOCATION DD 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 4:23:52 PM C:\Users\brenden.elliott\Documents\513.7505.00_CU_WrestlingExpansion_E-16_brenden.elliott.rvt513.7505.00 10/6/17 FA0.0.0 FIRE ALARM COVERSHEET Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman LITTLE FIRE ALARM GENERAL NOTES FIRE ALARM SYMBOL LEGEND NOTE: ALL SYMBOLS MAY NOT BE USED. NOT TO SCALEFA0.0.0 2 FIRE ALARM MOUNTING DETAIL NOT TO SCALEFA0.0.0 3 FIRE ALARM RISER DIAGRAM NO. REASON DATE CORPORATE LICENSE #F-0467 F F F FF F FF SD FFFIRE BARRIER FIRE & SMOKE BARRIER 1-HOUR 2-HOUR 3-HOUR 0.5-HOUR 1-HOUR FIRE PARTITIONFIRE WALL 2-HOUR 3-HOUR 4-HOUR 1-HOUR 2-HOUR 3-HOUR 0-HOUR 1-HOUR SMOKE BARRIERSMOKE PARTITION WRESTLING GYM 101 WRESTLING LOCKERS 111 STAIR 103.3 RV RL EX EX EX EX EX EX EX EX eG eF eE.6 eE e109 RV 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 4:23:54 PM C:\Users\brenden.elliott\Documents\513.7505.00_CU_WrestlingExpansion_E-16_brenden.elliott.rvt513.7505.00 10/6/17 FAD1.1.1 FIRE ALARM DEMOLITION PLAN - CONVOCATION AREA C Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman LITTLE X KEY NOTES KEY PLAN GENERAL SHEET NOTES RATED WALL LEGEND DEMO EXISTING BUILDING 3/16" = 1'-0"FAD1.1.1 1 CONVOCATION AREA C - DEMOLITION FIRE ALARM PLAN NO. REASON DATE CORPORATE LICENSE #F-0467 FECFEC SD F AF F F F F FFFF F F FF F F FF SD F F F FF F V CORRIDOR 1015 STAIR B 1020 FIRE PUMP 1016 ELECTRICAL 1017 BOILER 1014 CUSTODIAL OFFICE 1018 ELEV 1019 FIRE BARRIER FIRE & SMOKE BARRIER 1-HOUR 2-HOUR 3-HOUR 0.5-HOUR 1-HOUR FIRE PARTITIONFIRE WALL 2-HOUR 3-HOUR 4-HOUR 1-HOUR 2-HOUR 3-HOUR 0-HOUR 1-HOUR SMOKE BARRIERSMOKE PARTITION eG e10 eE.6 eE eF FITNESS 107 WRESTLING GYM 101 COACH 105 ASST. COACH OFFICES 103 LOUNGE 108 CORRIDOR 102.1 RECEP. 102 CONF. 104 STOR. 106 COACH LOCKERS 109 WRESTLING LOCKERS 111 Room 105 VESTIBULE 110 TOILET 109.1 WRESTLING GYM ADDITION 101.1 STAIR 103.3 EX EX EX EX RL EX 15 30 30 30 30 15 15151515 110 110 EX EX DD LI eG eF eE.6 eE e10 15 15 15 30 RTU-1 (ON THE ROOF) RTU-2 (ON THE ROOF) DD LI 15 110110 110 110 RA RA FIRE ALARM CONTROL PANEL (EXISTING) 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 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 410 Blackwell Street, Suite 10 Durham, NC 27701 T: 919.474.2500 10/6/2017 4:23:54 PM C:\Users\brenden.elliott\Documents\513.7505.00_CU_WrestlingExpansion_E-16_brenden.elliott.rvt513.7505.00 10/6/17 FA1.1.1 FIRE ALARM PLAN - CONVOCATION AREA C Campbell Convocation Center Wrestling Department Renovation and Expansion BID/PERMIT SET Rob Klinedinst Katie Buckman LITTLE X KEY NOTES KEY PLAN GENERAL SHEET NOTES RATED WALL LEGEND ADDITION EXISTING BUILDING ELEC. 1017 3/16" = 1'-0"FA1.1.1 1 CONVOCATION AREA C - FIRE ALARM PLAN 1/8" = 1'-0"FA1.1.1 2 CONVOCATION ELECTRICAL ROOM 1017 - FIRE ALARM PLAN NO. REASON DATE CORPORATE LICENSE #F-0467