Code Review The following is a review of selected portions of the International Building Code 2015 (IBC2015) which apply to this project.
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1 ESIGNE Y: RWN Y: HEKE Y: TE: SLE: //07 /" = '-0" OVER SHEET Hoover Metal uildings, Inc. PROJET FOR: PPROVLS: TE REVISIONS: Y: UILING "" P.O. ox 99 Lexington, S 907 (80)9-98
2 ode Review The following is a review of selected portions of the International uilding ode 0 (I0) which apply to this project Mercantile Group M. This building will be used for rental retail space.. Table 0. llowable Height and uilding reas Group M, Type V- onstruction: 0', Stories,,00 SF. ctual uilding omponents: Height: '-0" at Peak Stories: rea:,90 SF. 0. Type V. Type V construction is that type of construction in which the structural elements, exterior walls and interior walls are of any materials permitted by this code.. Table 0 Fire Resistance Rating Requirements for uilding Elements Structural Frame: 0 hours Exterior earing Walls: 0 hours Interior earing Walls: 0 hours Exterior Non-bearing Walls: See Table 0 Interior Non-bearing Walls: See Table 0 Floors: 0 hours Roofs: 0 hours. Table 0 Fire Resistance Rating Requirements for Exterior Walls based on Fire Separaion istance. Group M, Type V- onstruction Less than ': hour ' to 0': hour 0' to 0': 0 hours More than 0': 0 hours 7: Table 80.9 Interior Wall and eiling Finish Requirements y Occupancy: Group M, unsprinklered: No restrictions. 8: 90. General. Portable fire extinguishers shall be provided in occupancies and locations as required by the International Fire ode. ll fire extinguishers shall be installed per NFP 0. 9: Table 00.. Maximum Floor rea llowances Per Occupant. Stoorage, stock, shipping areas: 00 gross uilding SF divided by 00 = Mercantile areas: 0 gross uilding SF divided by 00 = 0. 0 Exit and Exit cces oorways. Two exits or exit access doorways from any space shall be provided where one of the following conditions exist:. The occupant load of the space exceeds the values in Table 07.. ' 0' NO ONRETE FOR FUTURE PLUMING. '-" 99' " METL STU FIREWLL WITH SHEETROK TO ROOF. 'X7' OPENING '-8" STORGE RE PRTITION WLL 0' TLL W/ SHEETROK ON ONE SIE. RE TO ROOF. RETIL RE 9'-" 8' 'X7' OPENING '-0" ' PROJET FOR: PPROVLS: TE REVISIONS: Y: Hoover Metal uildings, Inc. P.O. ox 99 Lexington, S 907 (80)9-98 UILING "" FLOOR PLN & ELEVTIONS 0' 0' ESIGNE Y: RWN Y: HEKE Y: TE: //07 SLE: /" = '-0"
3 SHEULE: MRK Edge of oncrete SIZE ' X ' X " ' X ' X " " FOOTING " FOOTING '-0" o 0 +/- REINFORING ()# LONG X ()# SHORT ()# LONG X ()# SHORT () # THROUGHOUT () # THROUGHOUT ol. ase Plate & nchor olts # Hairpin See Plan for Location Finish Grade " Min. Metal Panels by Metal ldg Mfr. # Reinforcing Rebar ottom S- '-0" Section etail Metal uilding Frame See Mfr Plans for Size nd ase See Typ. nchor olt Embedment etail Hairpin - see Typ. detail See Plan for Slab Thickness & Reinf. ompacted Fill " Finish Grade " Min. Metal Panels by Metal ldg Mfr. # Reinforcing Rebar ottom S- '-0" Section etail Metal uilding Frame See Mfr Plans for Size nd ase See Typ. nchor olt Embedment etail Hairpin - see Typ. detail See Plan for Slab Thickness & Reinf. " " 8" Min. S- " Typical Exterior Slab Edge " " ompacted Fill # Reinforcing Rebar PROJET FOR: PPROVLS: TE REVISIONS: Y: Hoover Metal uildings, Inc. P.O. ox 99 Lexington, S 907 (80)9-98 UILING "" STRUTURL PLN Run Hairpin round olumn nchor olts ESIGNE Y: RWN Y: HEKE Y: Typical Hairpin etail TE: //07 SLE: /" = '-0"
4 S FN S S S S FN FN TO SEWER ESIGNE Y: RWN Y: HEKE Y: TE: SLE: // /" = OF_ ELETRIL & PLUMING Hoover Metal uildings, Inc. PROJET FOR: PPROVLS: TE REVISIONS: Y: UILING "" P.O. ox 99 Lexington, S 907 (80)9-98
5 TON ESIGNE Y: RWN Y: HEKE Y: TE: SLE: // /" = OF_ MEHNIL PLN Hoover Metal uildings, Inc. PROJET FOR: PPROVLS: TE REVISIONS: Y: UILING "" P.O. ox 99 Lexington, S 907 (80)9-98
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