LINCOLN VOLVO OF NEW BERN RENOVATIONS 426 Bridges St. Ext., www.coastal.net NEW BERN, NORTH CAROLINA R:\217\1734 Lincoln Volvo New Bern\Current\CS COVER SHEET.dwg, 9/6/218 11:51:18 AM, DWG To PDF.pc3 Coastal USE OF Coastal, DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS Coastal, PDF processed with CutePDF evaluation edition www.cutepdf.com
Name of Project: Address: Proposed Use: Owner or Authorized Agent: Owned By: Code Enforcement Jurisdiction: LEAD DESIGN PROFESSIONAL: DESIGNER FIRM Civil Electrical Fire Alarm Plumbing Mechanical Sprinkler-Standpipe Structural Retaining Walls>5' High Other BUILDING DATA Construction Type: Sprinklers: Standpipes: Fire District: Building Height: No No No Feet Gross Building Area: AREA EXISTING (SQ FT) 1st Floor 2nd Floor 3rd Floor Preliminary North Carolina Department of Insurance Building Project Data Sheet I-A I-B Yes Class I II Yes City/County City II-A II-B Yes NAME 212 EDITION OF NC CODE FOR: New Construction Additon Upfit EXISTING: Reconstruction Alteration Repair Renovation CONSTRUCTED ORIGINAL USE(S) RENOVATED CURRENT USE(S) PROPOSED USE(S) Partial III-A III-B Phone #: NEW (SQ FT) Private County LICENSE # TELEPHONE # NFPA 13 III IV Wet V-A V-B NFPA 13R Flood Hazard Area: No Yes Zip Code Dry E-mail: State State NFPA 13D SUB-TOTAL E-MAIL ALLOWABLE AREA Primary Occupancy: Assembly A-1 A-2 Business Educational Factory Hazardous Institutional H-1 Detonate I-1 H-2 Deflagrate I-2 H-3 Combust I-3 I-3 Condition 1 2 3 Mercantile Residential R-1 R-2 R-3 Storage S-1 Moderate S-2 Low High-piled Parking Garage Utility and Miscellaneous Secondary Occupancies: A-3 A-4 A-5 F-1 Moderate F-2 Low H-4 Health H-5 HPM I-4 4 5 R-4 Open Enclosed Repair Garage Accessory Occupancies: Assembly A-1 A-2 A-3 A-4 A-5 Business Educational Factory F-1 Moderate F-2 Low Hazardous Institutional H-1 Detonate I-1 H-2 Deflagrate I-2 H-3 Combust I-3 H-4 Health I-4 H-5 HPM 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 58.2.5): Furnace room where any piece of equipment is over 4, Btu per hour input Rooms with boilers where the largest piece of equipment is over 15 psi and 1 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 F Laboratories and vocational shops, not classified as Group H, located in a Group E or I-2 Laundry rooms over 1 square feet Group I-3 cells equipped with padded surfaces Group I-2 waste and linen collection rooms Waste and linen collection rooms over 1 square feet Stationary storage battery systems having a liquid electrolyte capacity of more than 5 gallon, or a lithiumion capacity of 1, pounds used for facility standby power, emergency power or uninterrupted power supplies Rooms containing fire pumps Group I-1 storage rooms over 1 square feet Group I-2 commercial kitchens Group I-2 laundries equal to or less than 1 square feet Group I-2 rooms or spaces that contain fuel-fired heating equipment Special Uses: 42 43 44 45 46 47 48 49 41 411 412 413 414 415 416 417 418 419 42 421 422 423 424 425 426 427 Special Provisions: 59.2 59.3 59.4 59.5 59.6 59.7 59.8 59.9 Mixed Occupancy: No Yes Separation: Incidental Use Separation (58.2.5) Exception: This seperation is not exempt as a Non-Separated Use (see exceptions). Non-Separated Use (58.3) 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 (58.4) - 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. Hr. < 1 STORY NO. 1 2 3 4 5 DESCRIPTION AND USE Open space area increases from Section 56.2 are computed thus: a. Perimeter which fronts a public way or open space having 2 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 I f = 1 [F/P-.25] x W/3 = (%) 1(1.-.25)X1=75 The sprinkler increase per Section 56.3 is as follows: a. Multi-story building I s = 2 percent b. Single story building I s = 3 percent Unlimited area applicable under conditions of Section 57 Maximum Building Area = total number of stories in the building x E (56.4). The maximum area of OPEN parking garages must comply with Table 46.3.5. The maximum area of air traffic control towers must comply with Table 412.1.2. Type of Construction Building Height in Feet Building Height in Stories BUILDING ELEMENT Structural frame, including columns, girders, trusses Bearing Walls Exterior North East West South Interior Nonbearing walls and partitions (A) BLDG AREA PER STORY (ACTUAL) ALLOWABLE (TABLE 53) Type FIRE SEPARATION DISTANCE (FEET) > 3 > 3 > 3 > 3 > 3 > 3 (B) 5 TABLE 53 AREA (C) AREA FOR FRONTAGE 1 INCREASE ALLOWABLE HEIGHT INCREASE FOR SPRINKLERS Feet = H + 2' = Stories + 1 = (D) (E) AREA FOR ALLOWABLE SPRINKLER AREA OR 2 INCREASE 3 UNLIMITED FIRE PROTECTION REQUIREMENTS REQ'D RATING PROVIDED (W/ * REDUCTION) NOT APPLICABLE DETAIL # AND SHEET # SHOWN ON PLANS Type DESIGN # FOR RATED ASSEMBLY (F) MAXIMUM BUILDING 4 AREA DESIGN # FOR RATED PENETRATION CODE REFERENCE DESIGN # FOR RATED JOINTS Emergency Lighting: Exit Signs: Fire Alarm: Smoke Detection Systems: Panic Hardware: LIFE SAFETY SYSTEM REQUIREMENTS No No No No No Yes Yes Yes Yes Yes Partial LIFE SAFETY PLAN REQUIREMENTS Life Safety Plan Sheet #: G2 Fire and/or smoke rated wall locations (Chapter 7) Assumed and real Property line locations Exterior wall opening area with respect to distance to assumed property lines (75.8) Existing structures within 3' of the proposed building Occupancy types for each area as it relates to occupant load calculation (Table 14.1.1) Occupant loads for each area Exit access travel distances (116) Common path of travel distances (114.3 & 128.8) Dead end lengths (118.4) Clear exit widths for each door Maximum calculated occupant load capacity each exit door can accommodate based on egress width (15.1) 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 (18.1.1) Location of doors with delayed egress locks and the amount of delay (18.1.9.7) Location of doors with electromagnetic locks (18.1.9.8) Location of doors equipped with hold-open devices Location of emergency escape windows (129) The square footage of each fire area (92) The square footage of each smoke compartment (47.4) Note any code exceptions or table notes that may have been utilized regarding the items above TOTAL UNITS LOT OR PARKING AREA TOTAL ACCESSIBLE UNITS REQUIRED ACCESSIBLE UNITS PROVIDED ACCESSIBLE DWELLING UNITS (SECTION 117) TYPE A UNITS REQUIRED TOTAL # OF PARKING SPACES TYPE A UNITS PROVIDED TYPE B UNITS REQUIRED ACCESSIBLE PARKING (SECTION 116) TYPE B UNITS PROVIDED # OF ACCESSIBLE SPACES PROVIDED REQUIRED PROVIDED REGULAR W/ 5' VAN SPACES WITH ACCESS ISLE 132" ACCESS 8' ACCESS ISLE ISLE EXISTING TOTAL ACCESSIBLE UNITS PROVIDED TOTAL # ACCESSIBLE PROVIDED Coastal 426 Bridges St. Ext., www.coastal.net Total DESIGN LOADS: Importance Factors: Live Loads: Ground Snow Load: Wind Load: mph (ASCE-7-2) SEISMIC DESIGN CATEGORY A B C D Provide the following Seismic Parameters: Occupancy Category (Table 164.5) I II III IV Spectral Response Acceleration S S %g S 1 Site Classification (Table 1613.5.2) A B C D Data Source: Field Test Presumptive Historical Data Basic structural system (check one) Bearing Wall Dual w/special Moment Frame Building Frame Dual w/ Intermediate R/C or Special Steel Moment Frame Inverted Pendulum Seismic base shear Vx= Vy = Analysis Procedure Simplified Equivalent Lateral Force Dynamic, Mechanical, Components anchored? Yes No LATERAL DESIGN CONTROL: Wind (I W) Snow (I S) Seismic (I ) Roof Mezzanine Floor Basic Wind Speed Exposure Category Wind Base Shears (for MWFRS) SOIL BEARING CAPACITIES: Field Test (provide copy of test report) Presumptive Bearing capacity Pile size, type, and capacity STRUCTURAL DESIGN E psf Earthquake psf psf psf EXISTING Vx = Wind psf psf Vy = %g Special approval: (Local Jurisdiction, Department of Insurance, OSC, DPI, DHHS, ICC, etc., describe below) ENERGY SUMMARY ENERGY REQUIREMENTS: The following data shall be considered minimum and any special attribute required to meet the energy code shall also be provided. Each er 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: 3A 4 5 Method of Compliance: Prescriptive (Energy Code) THERMAL ENVELOPE Roof/ceiling 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) (each assembly) SPECIAL APPROVALS Performance (Energy Code) Prescriptive (ASHRAE 9.1) Performance (ASHRAE 9.1) EXISTING 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: Exterior 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 Sleep/Dwelling Separation Party/Fire Wall Separation Smoke Barrier Separation Tenant Separation Incidental Use Separation * Indicate section number permitting reduction MECHANICAL SUMMARY MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT Thermal Zone > 3 > 3 > 3 > 3 winter dry bulb: summer dry bulb: Interior design conditions winter dry bulb: summer dry bulb: relative humidity: Building heating load: Building cooling load: NOT APPLICABLE SEE MECHANICAL ELECTRICAL SYSTEM AND EQUIPMENT Method of Compliance: Energy Code: ASHRAE 9.1: Lighting schedule Prescriptive Prescriptive Performance Performance 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 ELECTRICAL SUMMARY 56.2.1 More Efficient Mechanical Equipment 56.2.2 Reduced Lighting Power Density 56.2.3 Energy Recovery Ventilation Systems 56.2.4 Higher Efficiency Service Water Heating 56.2.5 On-Site Supply of Renewable Energy 56.2.6 Automatic Daylighting Control Systems LINCOLN / VOLVO NEW BERN, NORTH CAROLINA SEE ELECTRICAL SPACE USE EXISTING NEW REQUIRED MALE PLUMBING FIXTURE REQUIREMENTS (TABLE 292.1) WATERCLOSETS FEMALE URINALS MALE LAVATORIES FEMALE EXISTING SHOWERS/ TUBS DRINKING FOUNTAINS REGULAR ACCESSIBLE 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: 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.: Coastal R:\217\1734 Lincoln Volvo New Bern\Current\G-1 General Data.dwg, 9/6/218 11:53:41 AM, DWG To PDF.pc3 Floors slab on grade Description of assembly: Concrete Slab U-Value of total assembly: R-Value of insulation: Horizontal/Vertical requirement: slab heated: N/A List equipment efficiencies:
426 Bridges St. Ext., www.coastal.net L2 VRE 5.4 S4 VRE 5.6 L2 VRE 5.4 L2 VRE 5.6 S4 VRE 5.4 S4 VRE 5.6 L2 VRE 5.4 S4 VRE 5.6 S11 S9 AC3 VRE 2.1 TA 1 S2 VRE 5.2 S9 CA2 R:\217\1734 Lincoln Volvo New Bern\Current\G-2 Life Safety.dwg, 9/6/218 11:54:42 AM, DWG To PDF.pc3
426 Bridges St. Ext., www.coastal.net MAIN ENTRY EXIST. BUILDING 'C' SHOWROOM N.I.C. CHEVY SERVICE RECEPTION CUSTOMER PARKING PARTS EXIST. BUILDING 'A' SERVICE DEPARTMENT CUSTOMER PARKING CUSTOMER PARKING EXIST. BUILDING 'B' LINCOLN VOLVO LINCOLN/ VOLVO DROP-OFF CUSTOMER PARKING CUSTOMER PARKING CUSTOMER PARKING CUSTOMER PARKING R:\217\1734 Lincoln Volvo New Bern\Current\SD-1 New Site Plan.dwg, 9/6/218 11:55:18 AM, DWG To PDF.pc3 N.I.C.
426 Bridges St. Ext., www.coastalarchitecture.net R:\217\1734 Lincoln Volvo New Bern\Current\EX-1 EXIST.PLAN.dwg, 9/6/218 11:52:24 AM, DWG To PDF.pc3
426 Bridges St. Ext., www.coastal.net R:\217\1734 Lincoln Volvo New Bern\Current\EX-2 EXIST.WEST & NORTH ELEVATIONS.dwg, 9/6/218 11:52:49 AM, DWG To PDF.pc3
426 Bridges St. Ext., www.coastal.net R:\217\1734 Lincoln Volvo New Bern\Current\EX-2.1 EXIST.EAST & SOUTH ELEVATIONS.dwg, 9/6/218 11:53:11 AM, DWG To PDF.pc3
426 Bridges St. Ext., www.coastal.net R:\217\1734 Lincoln Volvo New Bern\Current\D-1 DEMO PLAN.dwg, 9/6/218 11:51:56 AM, DWG To PDF.pc3
MATERIAL PRODUCT TRADENAME MODELNUMBER Coastal VRE DRAPERY VRE 5.4 L2 S4 VRE 5.6 VRE OAK WALL PANEL WIDE-SCREEN T.V. VRE OAK WALL PANEL WIDE-SCREEN T.V. VRE 5.6 S4 L2 VRE 5.4 VRE DRAPERY VRE DRAPERY VRE 5.4 L2 VRE 5.6 VRE OAK WALL PANEL 426 Bridges St. Ext., www.coastal.net VRE 8.3 VRE 5.4 L2 S4 VRE 5.6 VRE OAK WALL PANEL CAR ENTRY TO SHOWROOM WIDE-SCREEN T.V. L3 S11 AC3 TA 1 S9 VRE 2.1 S2 S8.1 VRE 5.2 VRE 1.1 S9 CA2 S8.1 VRE 5.2 A S8.1 VRE 11.7 C VRE WALL-MOUNTED DISPLAY WALL, M1 S4 CAR ENTRY TO SHOWROOM VRE DRAPERY WIDE-SCREEN T.V. S1 S1 SHOWROOM ENTRANCE SHOWROOM ENTRANCE R:\217\1734 Lincoln Volvo New Bern\Current\A-1 FLOOR PLAN.dwg, 9/6/218 11:44:9 AM, DWG To PDF.pc3
426 Bridges St. Ext., www.coastal.net R:\217\1734 Lincoln Volvo New Bern\Current\A-2 REFLECTED CEILING PLAN.dwg, 9/6/218 11:45:28 AM, DWG To PDF.pc3
426 Bridges St. Ext., www.coastal.net R:\217\1734 Lincoln Volvo New Bern\Current\A-3 ROOM FINISH SCHEDULE.dwg, 9/6/218 11:46:12 AM, DWG To PDF.pc3
426 Bridges St. Ext., www.coastal.net R:\217\1734 Lincoln Volvo New Bern\Current\A-3.1 DOOR AND WINDOW SCHEDULES.dwg, 9/6/218 11:46:57 AM, DWG To PDF.pc3
426 Bridges St. Ext., www.coastal.net L I N C O L N R:\217\1734 Lincoln Volvo New Bern\Current\A-4 WEST & NORTH ELEVATIONS.dwg, 9/6/218 11:47:27 AM, DWG To PDF.pc3
426 Bridges St. Ext., www.coastal.net R:\217\1734 Lincoln Volvo New Bern\Current\A-4.1 EAST & SOUTH ELEVATIONS.dwg, 9/6/218 11:47:56 AM, DWG To PDF.pc3
426 Bridges St. Ext., www.coastal.net R:\217\1734 Lincoln Volvo New Bern\Current\A-5 SECTIONS.dwg, 9/6/218 11:48:27 AM, DWG To PDF.pc3
MATERIAL PRODUCT TRADENAME MODELNUMBER MODELNUMBER TRADENAME PRODUCT MATERIAL MODELNUMBER TRADENAME PRODUCT MATERIAL Coastal 426 Bridges St. Ext., www.coastal.net R:\217\1734 Lincoln Volvo New Bern\Current\A-6 ENLARGED PLANS.dwg, 9/6/218 11:48:55 AM, DWG To PDF.pc3
426 Bridges St. Ext., www.coastal.net R:\217\1734 Lincoln Volvo New Bern\Current\A-7 INTERIOR ELEVATIONS.dwg, 9/6/218 11:49:3 AM, DWG To PDF.pc3
426 Bridges St. Ext., www.coastal.net R:\217\1734 Lincoln Volvo New Bern\Current\A-8 DETAILS.dwg, 9/6/218 11:5:15 AM, DWG To PDF.pc3