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Home My WebLink AboutCBPR-03-2017-259939 2012 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS CI)P)( - 03-�l7 (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES) a 51 S 3 g (Reproduce the following data on the building plans sheet 1 or 2) Name of Project: Pilot Travel Center#7971 -interior remodel Address: 1343 Rock Barn Rd., Conover, NC Zip Code 28613 Proposed Use: travel center . Owner/Authorized Agent: PFJ Southeast LLC Phone#( 865 ) 474 - 2417 E-Mail brad.alsup@pilottravelcenters.com Owned By: ❑ City/County � Private ❑ State Code Enforcement Jurisdiction: ❑ City County Catawba ❑ State LEAD DESIGN PROFESSIONAL: Roy B. Parsons, III 8851 865-474-2786 roy.parsons@pilottravelcenters.com DESIGNER FIRM NAME LICENSE# TELEPHONE# E-MAIL Architectural n/a Roy B.Parsons,Ill 8851 (865 )474-2417 roy.parsons@pilottravelcenters.com Civil nia (( ) Electrical Page Interworks Chris Anderson 34483 (336 )667-4225 canderson?pageinterworks.com Fire Alarm n/a ( ) Plumbing Page Interworks Michael Lynn 13006 (336 ) 667-4225 mlynn@pageinterworks.com Mechanical Page Interworks Michael Lynn 13006 (336 ) 667-4225 mlynn@pageinterworks.com Sprinkler-Standpipe nia ( ) Structural "la ( ) Retaining Walls>5'High nla ( ) Other ( ) 2012 EDITION OF NC CODE FOR: ❑New Construction ❑Addition ❑Upfit EXISTING: ❑Reconstruction ❑Alteration ❑Repair Renovation CONSTRUCTED:(date)Unknown ORIGINAL USE(S)(Ch. 3): Mercantile,Assembly RENOVATED: (date) CURRENT USE(S)(Ch. 3): Same PROPOSED USE(S)(Ch. 3): same BASIC BUILDING DATA Construction Type: ❑ I-A ❑ II-A ❑ III-A ❑ IV ❑V-A (check all that apply) ❑ I-B ❑ II-B ❑ III-B V-B Sprinklers: No ❑ Partial❑Yes ❑NFPA 13 ❑NFPA 13R ❑NFPA 13D Standpipes: No ❑Yes Class ❑ I ❑II ❑ III ❑ Wet ❑Dry Fire District: No ❑Yes(Primary) Flood Hazard Area: ❑No ❑Yes Building Height: (feet) isting/Unchanged Gross Building Area: FLOOR EXISTING (SQ FT) NEW (SQ FT) SUB-TOTAL 6th Floor 5th Floor 46 Floor 3rd Floor 2nd Floor Mezzanine Is' Floor 10,987 0 10,987 Basement TOTAL 10,987 Ex 2012 NC Administrative Code and Policies ALLOWABLE AREA Occupancy: Assembly ❑A-1 A-2 ❑A-3 ❑A-4 ❑A-5 Business ❑ Educational ❑ Factory ❑F-1 Moderate ❑F-2 Low Hazardous ❑H-1 Detonate ❑H-2 Deflagrate ❑H-3 Combust ❑H-4 Health ❑H-5 HPM Institutional ❑I-1 ❑I-2 ❑I-3 ❑I-4 1-3 Condition 01 02 03 04 ❑ 5 Mercantile ill Residential ❑R-1 ❑ R-2 ❑R-3 ❑R-4 Storage ❑ S-1 Moderate ❑ S-2 Low ❑ High-piled ❑Parking Garage ❑Open ❑Enclosed ❑ Repair Garage Utility and Miscellaneous ❑ Accessory Occupancies: n/a Assembly ❑A-1 ❑A-2 ❑A-3 ❑A-4 ❑A-5 Business ❑ Educational ❑ Factory ❑F-1 Moderate ❑F-2 Low Hazardous ❑ H-1 Detonate ❑H-2 Deflagrate ❑H-3 Combust ❑H-4 Health ❑H-5 HPM Institutional ❑I-1 ❑I-2 ❑I-3 ❑1-4 I-3 Condition ❑ 1 ❑2 ❑3 ❑4 ❑ 5 Mercantile ❑ Residential ❑R-1 ❑ R-2 ❑R-3 ❑R-4 Storage ❑ S-1 Moderate ❑ S-2 Low ❑High-piled ❑Parking Garage ❑ Open ❑Enclosed ❑ Repair Garage Utility and Miscellaneous ❑ Incidental Uses(Table 508.2.5): ❑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 ❑ Waste and linen collection rooms over 100 square 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, emergency power or uninterrupted power supplies - CI 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 Special Uses: ❑402 ❑403 ❑404 ❑405 ❑406 ❑407 ❑408 ❑409 ❑410 ❑411❑412 0413 0414 0415 0416 0417 0418 0419 0420 ❑421 ❑422 04230424 ❑425 ❑426 ❑427 Special Provisions: ❑ 509.2 ❑ 509.3 ❑ 509.4 ❑ 509.5 ❑ 509.6 ❑ 509.7 ❑509.8 ❑ 509.9 Mixed Occupancy: No ❑ Yes Separation: No Hr. Exception: Less than so occupants in A-2 ❑ Incidental Use Separation (508.2.5) 2012 NC Administrative Code and Policies This separation is not exempt as a Non-Separated Use(see exceptions). ❑Non-Separated Use (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. ❑ Separated Use (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. Actual Area of Occupancy A + Actual Area of Occupancy B < 1 Allowable Area of Occupancy A Allowable Area of Occupancy B + + = < 1.00 STORY NO. DESCRIPTION (A) (B) (C) (D) (E) (F) AND USE BLDG AREA TABLE 5035 AREA FOR AREA FOR ALLOWABLE MAXIMUM PER STORY AREA FRONTAGE SPRINKLER AREA OR BUILDING (ACTUAL) INCREASE1 INCREASE2 UNLIMITED3 AREA4 Existing 1 Frontage area increases from Section 506.2 are computed thus:Existing a. Perimeter which fronts a public way or open space having 20 feet minimum width= (F) b. Total Building Perimeter = _(P) c. Ratio(F/P) = (F/P) d. W=Minimum width of public way = (W) e. Percent of frontage increase If= 100 [F/P-0.25]x W/30 = (%) 2 The sprinkler increase per Section 506.3 is as follows: n/a a. Multi-story building I,=200 percent b. Single story building I,=300 percent 3 Unlimited area applicable under conditions of Section 507. " Maximum Building Area=total number of stories in the building x E (506.4). 5 The maximum area of open parking garages must comply with Table 406.3.5. The maximum area of air traffic control towers must comply with Table 412.1.2. ALLOWABLE HEIGHT Existing/unchanged ALLOWABLE INCREASE FOR SPRINKLERS SHOWN ON PLANS CODE (TABLE 503) REFERENCE Type of Construction Type Type Building Height in Feet Feet=H+20'= Building Height in Stories Stories+ 1 = 2012 NC Administrative Code and Policies FIRE PROTECTION REQUIREMENTS Existing/unchanged BUILDING ELEMENT FIRE RATING DETAIL# DESIGN# DESIGN#FOR DESIGN# SEPARATION REQ'D PROVIDED AND FOR RATED FOR DISTANCE (W/ * SHEET# RATED PENETRATION RATED . (FEET) REDUCTION) ASSEMBLY JOINTS Structural Frame, including columns,girders, trusses' Bearing Walls Exterior North East West South Interior Nonbearing Walls and Partitions Exterior walls North East West South Interior walls and partitions Floor Construction Including supporting beams and joists Roof Construction Including supporting beams and joists Shaft Enclosures-Exit Shaft Enclosures-Other Corridor Separation Occupancy Separation Party/Fire Wall Separation Smoke Barrier Separation Tenant Separation Incidental Use Separation * Indicate section number permitting reduction LIFE SAFETY SYSTEM REQUIREMENTS Emergency Lighting: ❑ No ❑ Yes Existing/unchanged Exit Signs: ❑ No ❑ Yes Fire Alarm: ❑ No ❑ Yes Smoke Detection Systems: ❑ No ❑ Yes ❑ Partial Panic Hardware: ❑ No ❑ Yes LIFE SAFETY PLAN REQUIREMENTS Life Safety Plan Sheet#: Existing/unchanged ❑ Fire and/or smoke rated wall locations(Chapter 7) El Assumed and real property line locations 2012 NC Administrative Code and Policies • ❑ Exterior wall opening area with respect to distance to assumed property lines (705.8) ❑ Existing structures within 30' of the proposed building ❑ Occupancy types for each area as it relates to occupant load calculation(Table 1004.1.1) ❑ Occupant loads for each area ❑ Exit access travel distances(1016) ❑ Common path of 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 accommodate 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 electromagnetic egress locks(1008.1.9.8) ❑ Location of doors equipped with hold-open devices ❑ Location of emergency escape windows(1029) ❑ The square footage of each fire area(902) ❑ 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 n/a (SECTION 1107) TOTAL ACCESSIBLE ACCESSIBLE TYPE A TYPE A TYPE B TYPE B TOTAL UNrrs UNITS UNITS UNITS UNITS UNITS UNITS ACCESSIBLE UNITS REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED PROVIDED ACCESSIBLE PARKING Existing/unchanged (SECTION 1106) LOT OR PARKING TOTAL# OF PARKING SPACES #OF ACCESSIBLE SPACES PROVIDED TOTAL# AREA REQUIRED PROVIDED REGULAR WITH VAN SPACES WITH ACCESSIBLE 5'ACCESS 132"ACCESS 8'ACCESS PROVIDED AISLE AISLE AISLE TOTAL STRUCTURAL DESIGN DESIGN LOADS: Existing/unchanged Importance Factors: Wind (Iw) Snow (Is) Seismic (IE) Live Loads: Roof psf Mezzanine psf Floor psf Ground Snow Load: psf 2012 NC Administrative Code and Policies • Wind Load: Basic Wind Speed mph (ASCE-7) Exposure Category • Wind Base Shears(for MWFRS) Vx= Vy= SEISMIC DESIGN CATEGORY: ❑A ❑ B ❑C ❑D Provide the following Seismic Design Parameters: Occupancy Category(Table 1604.5) ❑I ❑ II ❑ III ❑ IV Spectral Response Acceleration Ss %g Si %g Site Classification(Table 1613.5.2) ❑A ❑B ❑ C ❑D ❑E ❑ F Data Source: ❑Field Test ❑ Presumptive ❑Historical Data Basic structural system(check one) ❑Bearing Wall ❑Dual w/Special Moment Frame ❑Building Frame ❑Dual w/lntermediate R/C or Special Steel ❑Moment Frame ❑Inverted Pendulum Seismic base shear: Vx = Vy = Analysis Procedure: ❑ Simplified ❑ Equivalent Lateral Force ❑ Dynamic Architectural,Mechanical,Components anchored? ❑Yes ❑No LATERAL DESIGN CONTROL: Earthquake ❑ Wind ❑ SOIL BEARING CAPACITIES: Field Test(provide copy of test report) psf Presumptive Bearing capacity psf Pile size,type,and capacity SPECIAL INSPECTIONS REQUIRED: ❑ Yes ❑No • PLUMBING FIXTURE REQUIREMENTS (TABLE 2902.1) USE WATERCLOSETS URINALS LAVATORIES SHOWERS/ DRINKING FOUNTAINS MALE FEMALE MALE FEMALE TUBS REGULAR ACCESSIBLE SPACE EXISTING 6 6 3 3 3 7 NEW(Total) 5 6 4 4 3 0 REQUIRED 3 3 - 2 2 0 SPECIAL APPROVALS Special approval: (Local Jurisdiction,Department of Insurance,OSC,DPI,DHHS, ICC,,etc.,describe below) 2012 NC Administrative Code and Policies ENERGY SUMMARY Existing/unchanged .ENERGY REQUIREMENTS: 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. Climate Zone: ❑ 3 ❑4 ❑5 Method of Compliance: ❑Prescriptive (Energy Code) ❑Performance (Energy Code) ❑Prescriptive (ASHRAE 90.1) ❑ Performance (ASHRAE 90.1) THERMAL ENVELOPE Roof/ceiling Assembly (each assembly) Description of assembly: U-Value of total assembly: R-Value of insulation: Skylights in each assembly: U-Value of skylight: total square footage of skylights in each assembly: Exterior Walls(each assembly) Description of assembly: U-Value of total assembly: R-Value of insulation: Openings(windows or doors with glazing) U-Value of assembly: Solar heat gain coefficient: projection factor: Door R-Values: Walls below grade(each assembly) Description of assembly: U-Value of total assembly: R-Value of insulation: Floors over unconditioned space(each assembly) Description of assembly: U-Value of total assembly: R-Value of insulation: Floors slab on grade Description of assembly: U-Value of total assembly: R-Value of insulation: Horizontal/vertical requirement: slab heated: 2012 NC Administrative Code and Policies MECHANICAL SUMMARY Existing/unchanged MECHANICAL SYSTEMS,SERVICE SYSTEMS AND EQUIPMENT Thermal Zone 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: size category of unit: Boiler Size category. If oversized,state reason.: Chiller Size category. If oversized,state reason.: List equipment efficiencies: ELECTRICAL SUMMARY Existing/unchanged ELECTRICAL SYSTEM AND EQUIPMENT Method of Compliance: Energy Code: ❑Prescriptive ❑Performance ASHRAE 90.1: ❑Prescriptive ❑Performance Lighting schedule(each fixture type) lamp type required in fixture number of lamps in fixture ballast type used in the fixture number of ballasts in fixture total wattage per fixture total interior wattage specified vs.allowed(whole building or space by space) total exterior wattage specified vs. allowed Additional Prescriptive Compliance ❑506.2.1 More Efficient Mechanical Equipment 0 506.2.2 Reduced Lighting Power Density ❑ 506.2.3 Energy Recovery Ventilation Systems ❑ 506.2.4 Higher Efficiency Service Water Heating 0 506.2.5 On-Site Supply of Renewable Energy O 506.2.6 Automatic Daylighting Control Systems 2012 NC Administrative Code and Policies