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DocuSign Envelope ID: D561B1AE-DF34-4907-AD06-AOEB37BBE427
<br /> JOSH GURLITZ ARCHITECTS
<br /> HA NGO DESIGN PRINCIPAL
<br /> 2018 APPENDIX B 1 -B"Business 3,160 9,000 NIA 9,000 308 WEST ROSEMARY STREET, SUITE 302
<br /> BUILDING CODE SUMMARY life safety system REQUIREMENTS CHAPEL HILL, NC 27516
<br /> Emergency Lighting: ❑ No ❑ Yes 91 9.9 2 9.7 5 9 5 F.91 9.9 6 7.9 6 3 6
<br /> FOR ALL COMMERCIAL PROJECTS Exit Signs: ❑ No X Yes 2018 APPENDIX B
<br /> (except I and 2-family dwellings and townhouses) Fire Alarm: ❑ No X Yes ENERGYsummary NO CHANGES TO BUILDING SHELL BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS
<br /> Smoke Detection Systems: El No X Yes El Partial MECHANICAL DESIGN A L A M A N C E CONSULTING
<br /> (Reproduce the following data on the building plans sheet 1 or 2) Carbon Monoxide Detection: X No ❑ Yes ENERGY REQUIREMENTS: PROVIDE ON THE MECHANICL SHEETS IF APPLICABLE)
<br /> r Frontage area increasesfrom Section 506.3 are computed thus. The following data shall be considered minimum and any special attribute required to meet the North Carolina Energy F DATA ON MECHANICAL SHEETS ENGINEERS
<br /> Conservation Code shall also be provided.Each Designer shall furnish the required portions of the project information for mechanical summary
<br /> a. Perimeter which fronts a public way or open space having 20 feet minimum width= (F� the plan data sheet.If performance method,state the annual energy cost for the standard reference design vs annual energy Total Building Perimeter = LIFE SAFETY PLAN REQUIREMENTS P P gy gn �' MECHANICAL SYSTEMS,SERVICE SYSTEMS AND EQUIPMENT 9 61-F B U R L I N G T O N AVE.
<br /> Name of Project:_Chapel Hill County Visitors Bureau (P) cost for the proposed design.
<br /> J P et b. Ratio(F/P) _ (F/P) Life Safe Plan Sheet#: _A-100 Thermal Zone
<br /> Safety GIBSONVILLE, NC 27249
<br /> Address:_308 West Franklin Street Zip Code 27516 c. W=Minimum width of public ova Existing building envelope complies with code: ❑ No ❑ Yes (The remainder of this section is not applicable)
<br /> P y = winter dry bulb:
<br /> Owner/Authorized Agent: Phone#( ) - E-Mail d. Percent of frontage increase If= 100 F/P-0.25 x W/30 = % ❑ Fire and/or smoke rated wall locations(Chapter 7) 7 0 4.8 8 6.5 7 3 3
<br /> ( ) ( ) summer dry bulb:
<br /> z Unlimited area applicable under conditions of Section 507. ❑ Assumed and real property line locations(if not on the site plan) Exempt Building: ❑ No ❑ Yes (Provide Code or statutory reference):
<br /> Owned By: ®City/County ❑ Private ❑ State 3 Maximum Building Area=total number of stories in the building x D(maximum 3 stories)(506.2). X Exterior wall opening area with respect to distance to assumed property lines(705.8)
<br /> Code Enforcement Jurisdiction: city County- State ° The maximum area of open rgarages must com 1 with Table 406.5.4 Climate Zone: ❑3A ❑4A ❑5A Interior design conditions
<br /> ® ty ❑ ty ❑ p parking comply ❑ Occupancy types for each area as it relates to occupant load calculation(Table 1004.1.2)
<br /> 5 Frontage increase is based on the unsprinklered area value in Table 506.2. X Occupant loads for each area winter dry bulb: N E V I L L E ENGINEERING
<br /> Method of Compliance:Energy Code ❑Performance El Prescriptive summer dry bulb:
<br /> X Exit access travel distances(1017) ASHRAE 90.1❑Performance ElPrescriptive relative humidity:
<br /> allowable height X Common path of travel distances(1006.2.1&2006.3.2(1)) (If"Other"specify source here) CHAPEL HILL, NC 27516
<br /> CONTACT: ALLOWABLE SHOWN ON PLANS CODE REFERENCE X Dead end lengths(1020.4) THERMAL ENVELOPE(Prescriptive method only) Building heating load:
<br /> (TABLE503) 919.942.5229
<br /> DESIGNER FIRM NAME LICENSE# TELEPHONE# E-MAIL X Clear exit widths for each exit door Roof/ceilingAssembly each assembly)
<br /> Architectural JGA Architects Josh Gurlitz NC 2967 919 929-7595 osh osh urlitz.com Bu ldi Height in Feet Table 504.3 40 26 X Maximum calculated occupant load capacity each exit door can accommodate based one egress width 1005.3 Y( Building cooling load:
<br /> ( ) J C�iJ g � g ( ) P P y g ( ) Description of assembly:
<br /> Civil Ballantine Assoc.,PA George Retschle NC 29127 (919)929-0481 X Actual occupant load for each exit door
<br /> Building Height in Stories(Table 504.4) 2 1 U-Value of total assembly: Mechanical Spacing Conditioning System
<br /> Electrical Alamance Eng. Kevin Bengel NC 25043 (336)449-4558 El separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for purposes.of y'
<br /> Fire Alarm Alamance E Kevin Bengel NC 25043 33 449-4558 Provide code reference if the"Show on Plans"quantity is not based on Table 504.3 or 504.4. R-Value of insulation: Unitary B A L L E N T I N E ASSOCIATES, PA
<br /> Eng. ng ( � occupancy separation and supporting construction for a fire barrier/fire partition/smoke barrier. Skylights in each assembly: description of unit:
<br /> Plumbing Alamance Eng. Kevin Bengel NC 25043 (336)449-4558 s X Location of doors with anic hardware 1010.1.10 y'
<br /> The maximum height of air traffic control towers must comply with Table 412.3.1 P ( ) heating efficiency:
<br /> Mechanical Alamance Eng. Kevin Bengel NC 25043 (336)449-4558 3 U-Value of skylight:
<br /> The maximum height of open parking garages must comply with Table 406.5.4 ❑ Location of doors with delayed egress locks and the amount of delay(1010.1.9.7) Totals square footage of skylights in each assembly: cooling efficiency: 221 PROVIDENCE ROAD
<br /> Sprinkler-Standpipe U qY
<br /> ❑ Location of doors with electromagnetic egress locks(1010.1.9.9) size category of unit: CHAPEL HILL, N C 27516
<br /> Structural Neville Engineering Gus Neville NC 5114 (919)942-5229
<br /> Retaining Walls>5'High �) El Location of doors equipped with hold-open devices Exterior Walls(each assembly)
<br /> Boiler
<br /> ❑ Location of emergency escape windows(1030) Size category. If oversized,state reason.: 9 19.9 2 9.0 4 8 1 F.91 9.4 8 9.2 8 0 3
<br /> Other (_) Description of assembly:
<br /> ❑ The square footage of each fire area(202) U-Value of total assembly: Chiller
<br /> ("Others"should include firms and individuals such as truss,precast,pre-engineered,interior designers,etc.) ❑ The square footage of each smoke compartment for Occupancy Classification I-2(407.5) R-Value of insulation: Size category. If oversized state reason.:
<br /> 2018 NC CODE FOR: ❑New Construction ❑Addition ❑Renovation ❑ Note any code exceptions or table notes that may have been utilized regarding the items above Openings(windows or doors with glazing) List equipment efficiencies:
<br /> ❑la Time Interior Completion U-Value of assembly:
<br /> ❑Shell/Core Section Table/Note Title Solar heat gain coefficient:
<br /> Projection factor:
<br /> ❑Phased Construction-Shell/Core Door R-Values:
<br /> ❑Renovation
<br /> 2018 NC EXISTING BUILDING CODE:❑Prescriptive ❑Repair ❑Chapter 14 Walls below grade(each assembly)
<br /> Alteration: ❑Level I ElLevel II ❑Level III Description of assembly:
<br /> U-Value of total assembly:
<br /> ❑Historic Property ❑Change of Use ACCESSIBLE DWELLING UNITS INODWELLING UNITS R-Value of insulation:
<br /> CONSTRUCTED:(date) ORIGINAL OCCUPANCY(S)(Ch.3): (SECTION 1107)
<br /> RENOVATED: (date) CURRENT OCCUPANCY(S)(Ch.3):- TOTAL ACCESSIBLE ACCESSIBLE TYPE A TYPE A TYPE B TYPE B TOTAL Floors over unconditioned space(each assembly)
<br /> RISK CATEGORY(table 1604.5) Current:❑I N II [:1 in ❑IV UNITS UNITS UNITS UNITS UNITS UNns UNITS ACCESSIBLE UNITS Description of assembly:
<br /> REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED PROVIDED
<br /> Proposed:El N II El III ❑IV U-Value of total assembly:
<br /> R-Value of insulation:
<br /> BASIC BUILDING DATA Floors slab on grade
<br /> Construction Type: ❑I-A ❑II-A ❑III-A ❑IV ❑V-A Description of assembly:
<br /> (check all that apply) ❑I-B ❑II-B ❑III-B ® V-B U-Value of total assembly:
<br /> Sprinklers: ®No ❑Partial❑Yes ❑NFPA 13 ❑NFPA 13R ❑NFPA 13D R-Value of insulation:
<br /> ACCESSIBLE PARKING Horizontal/Vertical requirement:
<br /> Standpipes: �Io ❑Yes Class❑I ❑II ❑III ❑Wet❑Dry Slab Heated:
<br /> (SECTION 1106)
<br /> Fire District: ®No E]Yes(Primary) Flood Hazard Area: [-]No ❑Yes LOT OR PARKING TOTAL#OF PARKING SPACES #OF ACCESSIBLE SPACES PROVIDED TOTAL N
<br /> Special Inspections Required: ❑No ❑Yes
<br /> FIRE PROTECTION REQUIREMENTS AREA REQUIRED PROVIDED REGULAR WTrH VAN SPACES WITH ACCESSIBLE
<br /> 5'ACCESS 132"AISLE
<br /> 8'ACCESS PROVIDED
<br /> BUILDING ELEMENT FIRE RATING DETAIL#{ DESIGN# DESIGN${FOR DESIGN# AISLE
<br /> SEPARATION REQ'D PROVIDED AND FOR RATED FOR AISLE AISLE 2018 APPENDIX 7�DIX B
<br /> 1
<br /> DISTANCE (WI SHEET## RATED PENETRATION RATED
<br /> Gross Building Area: (FEET) REDUCTION) ASSEMBLY JOINTS 2018 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS
<br /> FLOOR ExISTING(SQ NEW(SQFT) RENO/ALTER Sus-TOTAL Structural Frame, TOTAL ELECTRICAL DESIGN
<br /> FT) (SQ.FT) including columns,girders, ° ° BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS (PROVIDE ON THE ELECTRICAL SHEETS IF APPLICABLE
<br /> 6'Floor musses STRUCTURAL DESIGN
<br /> 5a'Floor BearingWalls o o (PROVIDE ON THE STRUCTURAL SHEETS IF APPLICABLE DATA ON ELECTRICAL SHEETS
<br /> 4a'Floor Exterior electrical summary C
<br /> PLUMBING FIXTURE REQUIREMENTS NO CHANGES TO BUILDING SHELL OR ROOF ELECTRICAL SYSTEM AND EQUIPMENT
<br /> 3 Floor North (TABLE 2902.1) NEW BEAM DATA ON DRAWINGS r 1
<br /> 2"a Floor East Method of Compliance:Energy Code: ❑Prescriptive E]Performance v
<br /> Mezzanine West USE WATERCLOSETS URINALS LAVATORIES SHOWERS DRINIONGFOUNTAINS DESIGN LOADS: ASHRAE 90.1: E]Prescriptive E]Performance r 1
<br /> I"Floor 3,160 0 3,160 3,160 South MALE FEMALE UNISEX MALE !A!LE UNISEX /TUBS REGULAR ACCESSIBLE Importance Factors: Snow (Is) v
<br /> Basement Seismic (IE Lighting schedule(each ttxture type)
<br /> Interior SPACE EXIST'G 1 1 1 N/A N/A �`)TOTAL 3,160 0 3,160 Nonbearin Walls ana NEW 0 0 0 lamp type required in fixture
<br /> g number of lamps in fixture rT, Cn
<br /> Partitions o o Live Loads: Roof psf REQ'D 1 1 1 ballast type used in the fixture w
<br /> Exteriorwaus Mezzanine psf number of ballasts in fixture
<br /> Per fixtureg
<br /> Floor psf total wattage Allowable area North
<br /> East total interior wattage specified vs.allowed(whole building or space by space) C
<br /> Primary Occupancy Classification:SELECT ONE Ground Snow Load: psf
<br /> West special approvals total exterior wattage specified vs.allowed
<br /> Assembly ❑A-1❑A-2❑A-3❑A-4❑A-5 South Special approval:(Local Jurisdiction,Department of Insurance,SOO,DPI,DHHS,ICC,etc.,describe below
<br /> P PP P ) Wind Load: Ultimate Wind Speed mph (ASCE-7)
<br /> Business Additional Efficiency Package Options
<br /> Interior Construction
<br /> partitions Exposure Category
<br /> Educational N/A (When using the 2018 NCECC;not required for ASHRAE 90.1)
<br /> Floor gsupporting
<br /> Factory ❑F-1 Moderate ❑F-2 Low ❑C406.2 More Efficient Mechanical Equipment
<br /> Including supporting beams C406.3 Reduced Lighting Power Density
<br /> Hazardous ❑H-1 Detonate ❑H-2 Deflagrate ❑H-3 Combust ❑H-4 Health ❑H-5 HPM SEISMIC DESIGN CATEGORY: A B C D ❑ � g
<br /> Institutional❑I-1 Condition ❑1 ❑2 and joists N A Provide the following Seismic Design Parameters: ❑ ❑ ❑ ❑
<br /> ❑C406.4 Enhanced Digital Lighting Controls
<br /> ❑1-2 Condition ❑1 ❑2 Floor CeilingAssemblyElC406.5 On-Site Renewable Energy
<br /> ❑1-3 Condition El ❑2 ❑3 ❑4 ❑5 Column Supporting Floors o Occupancy Category(Table 1604.5) El ❑II ❑III ❑IV ❑C406.6 Dedicated Outdoor Air System
<br /> ❑1-4 Roof Conshttction,including ° Spectral Response Acceleration Ss %g Si-%g ❑C406.7 Reduced Energy Use in Service Water Heating
<br /> Mercantile ❑ supporting beams and joists Site Classification(ASCE 7) ❑A ❑B ❑C ❑D ❑E ❑F
<br /> Residential ❑R-1❑R-2❑R-3❑R-4 Roof Ceiling Assembly ° Data Source: ❑Field Test ❑Presumptive ❑Historical Data O111111111111110
<br /> Storage ❑S-1 Moderate ❑ S-2 Low ❑High-piled Column Supporting Roof ° Basic structural system ❑Bearing Wall ❑Dual w/Special Moment Frame
<br /> ❑Parking Garage E]Open ❑Enclosed E]Repair Garage shaft Enclosures-Exit NIA E]Building Frame E]Dual w/Intennediate R/C or Special Steel
<br /> Utility and Miscellaneous ❑ Shaft Enclosures-Other N/A E]Moment Frame E]Inverted Pendulum
<br /> Accessory Occupancy Classification(s): Corridor Separation N/A Analysis Procedure: ❑ Simplified ❑ Equivalent Lateral Force ❑ Dynamic
<br /> Incidental Uses Table 509: N/A Architectural,Mechanical,Components anchored? ❑Yes ❑No
<br /> ( ) Occupancy Fire Barrier
<br /> Special Uses(Chapter 4-List Code Sections) Separation I S S U E R E V I S 10 N DATE N 0.
<br /> ion NIA
<br /> LATERAL DESIGN CONTROL: Earthquake ❑ Wind ❑ /
<br /> Special Provisions:(Chapter 5-List Code Sections): Party/Fire wall Separation
<br /> Mixed Occupancy: ®No ❑ Yes Separation: Hr. Exception: Smoke Barrier Separation N/A
<br /> ❑Non-Separated Use (508.3) Smoke Partition N/A Soil Bearing Capacities:
<br /> The required type of construction for the building shall be determined by applying the height and area limitations Tenant0welling unit/ N/A Field Test(provide copy of test report) psf
<br /> for each of the applicable occupancies to the entire building. The most restrictive type of construction,so determined, Sleeping Unit Separation Presumptive Bearing capacity psf
<br /> shall apply to the entire building. Incidental Use Separation NSA Pile size,type,and capacity
<br /> ❑Separated Use (508.4) - *Indicate section number permitting reduction
<br /> See below for area calculations for each story,the area of the occupancy shall be such that the sum of the
<br /> ratios of the actual floor area of each use divided by the allowable floor area for each use shall not exceed 1.
<br /> Actual Area ofOccupancgA + ActualAreaofOccupanegB <1 PERCENTAGE OF WALL OPENING CALCULATIONS
<br /> Allowable Area of OccupancyA Allowable Area of Occupancy B
<br /> FIRE SEPARATION DEGREES OF OPENINGS ALLOWABLE AREA ACTUAL SHOWN ON
<br /> + _ <1.00 DISTANCE(FEET FROM PROLE TECTION (0/0) PLANS(%)
<br /> •••• - PROPERTY LINES
<br /> 16,
<br /> STORY DESCRIPTIONAND (A) (B) ® (D)
<br /> NO. USE BLDG AREA PER TABLE 506.24 AREA FOR FRONTAGE ALLOWABLE AREA PER
<br /> STORY(ACTUAL) AREA INCREASEL' sTORYORUNLIMITEDZ3 F7
<br /> I�
<br /> COPYRIGHT @ 2019,
<br /> JOSH GURLITZ ARCHITECTS (JGA)
<br /> 2018 EXISTING BUILDING CODE NARRATIVE ALL RIGHTS RESERVED
<br /> NO PART OF THESE PLANS MAY BE COPIED, REPRO-
<br /> DUCED OR REUSED IN ANY WAY WITHOUT THE EXPRESS
<br /> WRITTEN PERMISSION OF JGA ARCHITECTS.
<br /> 2018 NC STATE BUILDING CODE, EXISTING BUILDING CODE- NARRATIVE 2018 NC STATE BUILDING CODE, EXISTING BUILDING CODE- NARRATIVE 30' IT
<br /> CHAPTER 7:ALTERATIONS- LEVEL 1 CHAPTER 7: ALTERATIONS- LEVEL 1 0 r° a a 400°
<br /> 701.1 SCOPE:ALTERATIONS WILL COMPLY WITH THE REQUIREMENTS OF THIS CHAPTER AS EVIDENSED
<br /> IN THE CONSTRUCTION DOCUMENTS AND IN THIS NARRATIVE. 703.1 ALTERATIONS WILL MAINTAIN THE LEVEL OF FIRE PROTECTION THAT CURRENTLY EXISTS FOR THIS BUILDING.
<br /> 701.2 THIS ALTERATION WILL NOT MAKE THIS BUILDING LESS CONFORMING THAN IT WAS BEFORE THIS 703.2 THERE ARE NO SLEEPING ROOMS INCLUDED IN THIS ALTERATION WHICH WOULD NECESSITATE CARBON MONOXIDE
<br /> ALTERATION IS UNDERTAKEN. ALARMS IN COMPLIANCE WITH SECTION 804 OF THIS CODE.
<br /> 701.3 THIS ALTERATION IS NOT BEING PERFORMED IN A FLOOD HAZARD AREA AND WILL NOT RESULT IN 704.1 ALTERATIONS UNDER THIS PERMIT WILL MAINTAIN THE LEVEL OF PROTECTION THAT EXISTS FOR EGRESS
<br /> (� PATHWAY
<br /> PLAN
<br /> mp /n��p BUILDING
<br /> A SUBSTANTIAL IMPROVEMENT. MEANS OF EGRESS. ISGII ESE Ir/i�1Tll1IVVA PLC/N
<br /> 702.1 FINISH WALL AND CEILING MATERIALS USED IN THIS ALTERATION COMPLY WITH CHAPTER 8 OF THE 705.1 DELETED IN CODE. CODE
<br /> NC BUILDING CODE. SUMMARY
<br /> 702.2 NEW FLOOR FINISHES INCLUDED IN THIS ALTERATION WILL COMPLY WITH CHAPTER 8 OF THE 706.1 NO ROOFING IS INCLUDED IN THIS PERMIT. 2018 NC STATE BUILDING CODE, CHAPTER 10: EGRESS
<br /> NC BUILDING CODE. 707.1 NO EQUIPMENT IS INCLUDED IN THIS ALTERATION WHICH REQUIRES A STRUCTURAL CHANGE. NO 1004 OCCUPANT LOAD FOR THIS 3,160 SF, B USE BUILDING, IS 100 SF/PERSON OR 32 PEOPLE.
<br /> NEW EQUIPMENT IS INCLUDED IN THIS ALTERATION.
<br /> 702.3 NEW TRIM INCUDED IN THIS ALTERATION COMPLIES WITH SECTION 806 OF THE NC BUILDING CODE. 1006.2.1 THIS FACILITY REQUIRES A SINGLE EXIT BASED ON TABLE 1006.2.1. OCCUPANT LOAD IS LESS THAN
<br /> 708.1 NO CHANGES TO THE BUILDING THERMAL ENVELOPE ARE INCLUDED IN THIS ALTERATION. 49, COMMON PATH OF TRAVEL IS LESS THAN 75'.
<br /> 702.4 NO WINDOW OPENING CONTROL DEVICES ARE INCLUDED IN THIS ALTERATION.
<br /> 1017 MAXIMUM TRAVEL DISTANCE FOR THIS UNSPRINKLERED B USE BUILDING IS 2001. ACTUAL MAXIMUM
<br /> 702.5 WINDOWS ARE NOT REQUIRED FOR ESCAPE OR RESCUE IN THIS EXISTING BUILDING. TRAVEL DISTANCE IS 72'.
<br /> 702.6 ALL NEW WORK COMPLIES WITH THE MATERIALS AND METHODS SECTION OF THE NC BUILDING CODE. 1020.4 DEAD ENDS ARE LESS THAN 75'AND COMPLY WITH 1020.4 FOR BUILDINGS WITH A SINGLE EXIT. Project Number: P2_15_2020 AS NOTED
<br /> NO CHANGES ARE INCLUDED WHICH INCLUDE WORK UNDER THE ENERGY CONSERVATION CODE.
<br /> BUILDING CODE SUMMARY DATA FOR WORK PERFORMED UNDER THE MECHANICAL CODE, THE CLEAR EXIT WIDTHS FOR EXIT DOOR IS 35" Date: AUGUST 24,2020
<br /> PLUMBING CODE AND THE ELECTRIC CODE IS FOUND ON THE DRAWINGS.
<br /> Sheet Number:
<br /> 1005 MAXIMUM CALCULATED OCCUPANT LOAD FOR 35" CLEAR WIDTH EXIT DOOR IS 175 PEOPLE. THE O O
<br /> ACTUAL OCCUPANT LOAD IS 32.
<br /> THE OCCUPANT LOAD FOR THE EXIT DOOR IS 32.
<br /> ©Josh Gurlitz Architect.All Rights Reserved.
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