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Home My WebLink Aboutbc_11 2006 APPENDIX B 2 BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS (EXCEPT 1 AND 2 FAMILY DWELLINGS AND TOWNHOUSES) (Reproduce the following data on the building plans sheet 1 or 2) LEAD DESIGNERS STATEMENT THIS PROJECT CONSISTS OF REPLACING AN EXIS PRE FABRICATED WALLS IN FREEZER WITH A NEW FREEZER/ COOLER UNIT AND A CONVENTIONALLY CONSTRUCTED BUILDING COMPONENT TO PROVIDE INTERIOR ACCESS TO THE COOLER/ FREEZER THE EXISTING BUILDING IS BELIEVED TO HAVE BEEN CONSTRUCTED IN A MANNER TO COMPLY WITH CURRENT TYPE IIB CONSTRUCTION AND IS UNSPRINKLED. THE ADDITION WILL NOT INCREASE THE OCCUPANT LOAD OF THE EXISTING BUILDING. NEW EXIT DOOR 100 REPLACES AN EXISTING PAIR OF DOORS (SEE NOTE A ON SHEET ALv. THE EXIT SERVES ONLY THE KITCHEN STAFF AND THEREFORE THE SINGLE LEAF DOOR EXCEEDS DIMENSIONAL REQUIREMENTS FOR EXIT WIDTH AT THIS LOCATION. Name of Project: NEW FREEZER AND COOLER FOR ST. STEPHEN$ HIGH SCHOOL Address: CBSA ARCHITECTS. INC. Proposed Use: COLD FOOD STORAGE Owner or Authorized Agent: RICK SHIN Phone: 818 464 3562 Owned By: ® City /County ❑Private ❑State Code Enforcement Jurisdiction:® City HICKORY ❑County LEAD DESIGN PROFESSIONAL: CBSA ARCHITECTS, INC DESIGNER FIRM NAME LICENSE R TELEPHONE # Architectural CBSA ARCHITECTS ROBERT SMIT 3345 (828)322-349 Civil if Provided Electrical BR TT AN EN53INEER INC DONALD R BRF7fA7 5883 828 328 -1813 Fire Alarm ALLOWABLE AREA Plumbing BRITT ENGNEERNG, 11 NC DONALD It TTA T863 828 328 -1813 Mechanical 8FRITTIAN ENGINEERNG. NC DONALD R BRITTA 1883 ( 828 )328 -1813 Sprinkler - Standpipe ( ) Structural ❑ 1 -1 ❑ 1 -2 ❑ 1 -3 ❑ 1 -4 Retaining Wall >5 High 1 -3 Use Condition ❑ 1 ❑ 2 ❑ 3 ❑ 4 ❑ 5 Other Residential ❑ R -1 ❑ R -2 ❑ R -3❑ R -4 2006 EDITION OF NC CODE FOR: ❑ NeW Construction ® ADDITION ❑ UPFIT EXISTING: ❑ Reconstruction []Alteration ❑ Repair CONSTRUCTED ORIGINAL USE — RENOVATED — CURRENT USE BUILDING DATA: 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 407 ❑ 408 ❑ 409 ❑ 410 ❑ 411 ❑ 412 Construction Type: ❑ I -A ❑ 11 -A ❑ III -A ❑ IV ❑ V -A ❑ I -B ® II -B ❑ III -B ❑ V-B Mixed Construction: ® No ❑ Yes Types Sprinklers ® No ❑ Partial ❑ Yes ❑ NFPA 13 ❑ NFPA 13R❑ NFPA 13D Standpipes: IN No ❑ Yes Class❑ 1 ❑ II ❑ III ❑ Wet❑ Dry Fire District: ® No ❑ Yes Flood Hazard Areo: ❑ No ❑ Yes Building Height: Feet 11: Number of Stories ! Mezzanine: ® No ❑ Yes construction, so determined, shall apply to the entire building. Gross Building Area: Floor Existing (SQ FT) New (SQ FT) Sub -Total 6th Floor West Mezzanine FIRE PROTECTION 1 st Floor 864 Basement if Provided TOTAL 864 PROVIQED (W / :.: ALLOWABLE AREA Primary 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 Deflograte ❑ H -3 Combust ❑ H -4 Health ❑ H -5 HPM Institutional ❑ 1 -1 ❑ 1 -2 ❑ 1 -3 ❑ 1 -4 1 -3 Use 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 ❑ Utility and Miscellaneous ❑ Parking Garage ❑ Open ❑ Enclosed ❑ Repair Secondary Occupancy: Special Uses: ❑ 402 ❑ 403 ❑ 404 ❑ 405 ❑ 406 ❑ 407 ❑ 408 ❑ 409 ❑ 410 ❑ 411 ❑ 412 ❑ 413 ❑ 414 ❑ 415 416 El 417 ❑ 418 [1 419 [1 420 421 Special Provisions: ❑ 508.2 ❑ 508.3 ❑ 508.4 ❑ 508.5 ❑ 508.6 ❑ 508.7 ❑ 508.8 Mixed Occupancy: ® No ❑ Yes Separation:_ Hr. Exception: ❑ Incidental Use (302.1.1) This separation is not exempt as a Non- Seporoted Use (see exceptions). IM Non - Separated Use (302.3.1) 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. each story, the area of the occupancy shall be such that the sum of the ratios of the tuol floor i of each use divided by the allowable floor area for each use shall not xceed 1. A Area of Occu ant A + Actual Area of Occu ant B 1 / The rea o ccupancy IoWa a rea o ccuponcy + + .= 5 1.00 'Frontage area increases from Section 50 a computed in a. Perimeter Which fronts o public y or op space having 20 feet minimum Width = (F) b. Total Building Perimeter - (P) c. Ratio�(F /P) _ (F /P d. W = Minimum Width of blic Way = (W) e. Percent of frontage i nose 1 = 100 [ F/P - 0. 5 ] x W /30= ( %) 2 The sprinkler increase p Section 506.3 is as follows: 0. Multi -story buiI ' g I 200 200 percent b. Single story ilding ! = 300 percent 3 Unlimited area a (cable under conditions of Sections Group B, F, M, S, A - (5 1, 507.2, 507.3, 507.5); Group A mo ' n picture (507.8); Malls (402.6); and H -2 aircraft point ngers (507.6). 4 Maximum uilding Area = total number of stories in the building x E but of greater than 3 x E. 5 The m ' um area of parking garages must comply With 406.3.5. The maximum area o e air traffic control toWers mu comply With 412.1.2. ALLOWABLE HEIGHT Type of Construction I Ty Type x Building Height in Feet F x I Feet =H + Building Height ' ories Stories x Stories + 1 ries APPENDIX B BUILDING CODE SU ffU16pIN>3`E4EVENT .- .' ` FIRE PROTECTION REQUIREMENTS 4 Life Safety Plan Sheet #, if Provided pE91DN FDR : RATED: REQ:D ::: ffU16pIN>3`E4EVENT .- .' ` FIR! $EpARAYIfNV DISTA?;GE RAT G ::> pj TAIL M AHD SHEET / DESFIN 1 RASED A$SEffBLY pESfcfN f F9 RATl;O PENETRATIOf(:: pE91DN FDR : RATED: REQ:D ::: PROVIQED (W / :.: Structural frome, including columns, girders, trusses 0 Bearing Walls 0 Al2;0 Exterior North East West South Interior Nonbearing Walls and partitions Exterior 0 1 A/2.0 North East West South Interior oils and partitions 0 Al2.0 Floor construction Including supportiing beams and joists 0 A&0 Roof construction Including supportiing booms and joists 0 A/2.0 Shoft Enclosures- Exi Shoft Enclosures- Other Corridor Separation 0 A/20 Occupancy Separation 0 Port Fire Wall Separation Smoke Sorrier Separation Tenont Se oration Incidental use seo orot;on ' Indicate section number permitting reduction LIFE SAFETY SYSTEM REQUIREMENTS Emergency Lighting: ❑ No ® Yes Exit Signs: ❑ No ® Yes Fire Alarm: ❑ No ® Yes Smoke Detection Systems:❑ No ® Yes Panic Hardware: ❑ No ® Yes EXIT REQUIREMENTS NUMBER AND ARRANGEMENT OF EXITS ' Corridor dead ends (Section 016.3) 'Single exits (Table 1018.2) 'Common Path of Travel (Sectio 1013.3) IT WIDT 'See Table 1004 .2 to determine Whether net or gross area is applica See definition Area, Gross" and "Area, Net" (Section 1002) T Minimum mrdtaf y Width (Section 1005.1); min. corridor Width (Section 1016.2): min%do 3 Minimu of exit passageway (Section 1020.2) 4 See Se 004.5 for converging exits. ° The I s of one means of egress shall not reduce the available capacity to less than 50 (Se ion 1005.1) ° sembly occupancies (Section 1024) STRUCTURAL DESIGN DESIGN LOADS: Importance Factors: Wind ( IW Snow Is Seismic (I Live Loads: Roof psf Mezzanine psf Floor psf Width (Section 1018.1) of the total required Snow Loads: psf Wind Loods: Basic Wind Speed mph (ASCE -7 -02) Exposure Category Wind Base Shears for FRS)Vx= Vy= SEISMIC DESIGN CATEGORY A Compliance With Section 1616.4 only?❑ Yes ❑ No SEISMIC DESIGN CATEGORY ❑ B ❑ C ❑ D Provide the following Seismic Design Parameters: Seismic Use Group Spectral Response Acceleration S %g S1 Vg Site Classification ❑ Field Test ❑ Presumptive ❑ Historical Data Basic structural system (check one) _Bearing Wall _Dual W /Special Moment Frame Building Frame _ Dual W /Intermediote R/C or Special Steel Moment Frame _ Inverted Pendulum Seismic base shearVx = Vy = Analysis Procedure _Simplified_ Equivalent Lateral Force_ Modal Architectural, Mechonicol, Components anchored? 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 MARY PLUMBING FIRE REQUIREMENTS ACCESSIBLE PARKING Lai OR`:A G AREA:; . . W. 1 .- ::::::OF:. G9S ES ):: AC CESS11 ACCE55fOLE: FROV!pED 'G : : EQUNt D;:< , -: .:.. G .. RE Tx: S GESS...AfSLE Y .,;SPACES 7x.;5:: :'::ACCESS A1St t ':: TOT Special approval: (Local SPECIAL APPROVALS \ n, Department of Insurance, ]CC, etc., describe below) ENERGY SUMMARY ENERGY EQUIREMENTS: The folloWin data shall be considered minimum and any special attribute required to meet the also be prove ed. Each Designer shall furnish the required portions of the project information If energy cost udget method, state the annual energy cost budget vs allowable annual energ THERMAL ENVEL PE Method of omplionce: ❑ Pr criptive ❑ Performance ❑ Energy Cost Budget Roof /ceiling As mbly (each assembly) Description of assembly U -Value of otol assembly R -Value of i ulotion Skylights in ea h assembly U - Value skylight total squar footage of skylights in eac assembly Exterior Walls (each asse ly) Description of assembl U -Value of total ossem ly R -Value of insulation Openings (Windows or doo With glo ' g) U -Value of assembly shading coefficient projection factor IoW a requied, if applica Door R- Values Walls adjacent to unconditioned s ce (eac assembly) Description of assembly U -Value of total ossem y R -Value of insulation Openings (Windows or doors With glazing) U -Value of sembly LOW a requi d, if applicable Door R- Values Walls below grade ( ach assembly) Description assembly U -Value of total assembly R -Volue f insulation Floors over conditioned space (each assembly) Desc Iption of assembly U- olue of total assembly R Value of insulation Floors slob on grade Description of assembly U - Value of total assembly R -Value of insulation Horizontal /vertical requirement slab heated ELECTRICAL SUMMARY ICAL SYSTEM AND EQUIPMENT Me ad of Compliance: ❑ Pr criptive ❑ Performance ❑ Energy Cost Budget Lighting hedule lamp pe required in fixture number of lamps in fixture ballast t e used in the fixture number of allasts in fixture total Wottag per fixture total interior ttage specified vs allowed total exterior Wa age specified vs allowed Equipment schedules With otors (not used r motor horsepower number of phases minimum efficiency motor type # of poles MECHANICAL SYSTEMS, Method of Com ❑ Prescr Climate Zone Thermal Zoe AND EQUI ❑ Energy Cost Budget Wiryt'er dry bulb mmer dry bulb r design conditions Winter dry bulb summer dry bulb relative humidity ly code shall e plan data budget. 6 ilding heating load 7 Buildin cooling load Mechonicol acing Conditioning System Unitary descriptio of unit heating effic' ncy cooling efficien heat output of u cooling output of un Boiler total boiler output. If v ized, state reason. Chiller total chiller capa y. If oversiz , state reason. List equipment effici ties Equipment sche les With motors ( mechanical syste s) motor orsepoWer nu er of phases nimum efficiency motor type # of poles F E Ittd 1 no (n 2 W (n (n 10 N CBSA Architects Architecture. Planning � Infector Design www.ebee- architeete.aom Post Girl" box 1239 226 second street nw hickory, north carolhla a86oit phone (8 fax (828)322 -1802 email closeipcbsa- architects.com J 0 0 (n 0 Ld J 0 W W LLJ LL- W Z >11IIIIIIIIIIIIIII FMM Z Z) OJ UO QO m= 2U Q� Q U Z J U 0 O Q Q U 1 MARK I 05 of 07 DATE 1 DESCRIPTION SCH SCHEMATIC PHASE it3 C ode SUMMOrt SHEEW ' mechanical systems)