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MUNICIPAL - 40 UNIT APARTMENT ELK RIVER <br />ELK RIVER, MN <br />BLD1807-00030 <br />7/11/2018 Page 21 <br /> <br /> <br />This information can be provided to you in alternative formats (Braille, large print or audio). <br />An Equal Opportunity Employer <br /> <br />Pipe Size <br />(in.) <br /> <br />Sched. <br />40 <br /> <br />Sched. <br />10 <br /> <br /> <br /> <br /> 1 <br /> <br />2.05 <br /> <br />1.81 <br /> 1.25 <br /> <br />2.93 <br /> <br />2.52 <br /> 1.5 <br /> <br />3.61 <br /> <br />3.04 <br /> 2 <br /> <br />5.13 <br /> <br />4.22 <br /> 2.5 <br /> <br />7.89 <br /> <br />5.89 <br /> 3 <br /> <br />10.82 <br /> <br />7.94 <br /> 3.5 <br /> <br />13.48 <br /> <br />9.78 <br /> 4 <br /> <br />16.4 <br /> <br />11.78 <br /> 5 <br /> <br />23.47 <br /> <br />17.3 <br /> 6 <br /> <br />31.69 <br /> <br />23.03 <br /> 8 <br /> <br />47.7 <br /> <br />40.08 <br /> <br /> <br /> Building Structure. Unless the requirements of 9.2.1.3.3 apply, sprinkler piping shall be <br />substantially supported from the building structure, which must support the added load of <br />the waterfilled pipe plus a minimum of 250 lb applied at the point of hanging, except <br />where permitted by 9.2.1.1.2, 9.2.1.3.3, and 9.2.1.4.1. [NFPA 13, 9.2.1.3.1] <br /> Building Structure. Trapeze hangers shall be used where necessary to transfer loads to <br />appropriate structural members. [NFPA 13, 9.2.1.3.2] <br /> <br />2. Section, 9/S4. <br /> Foundation Plan, Sheet S2. <br />Referenced Section 9/S4 does not appear to be the correct section. 9/S4 is a copy of Alternate <br />Footing Step Section 2A/S4. Please address. <br /> <br />3. Deck Guards. <br /> Section 6/S5. <br /> Section, 1/S6. <br />Deck guards are not detailed for type (material) and attachment. Please address. <br /> <br /> Handrails and Guards. Handrails and guards shall be designed to resist a linear load of <br />50 pounds per linear foot (plf) in accordance with Section 4.5.1 of ASCE 7. Glass <br />handrail assemblies and guards shall also comply with Section 2407. [IBC 1607.8.1] <br /> Concentrated Load. Handrails and guards shall also be designed to resist a concentrated <br />load of 200 pounds in accordance with Section 4.5.1 of ASCE 7. [IBC 1607.8.1.1] <br /> Intermediate Rails. Intermediate rails (all those except the handrail), balusters and panel <br />fillers shall be designed to resist a concentrated load of 50 pounds in accordance with <br />Section 4.5.1 of ASCE 7. [IBC 1607.8.1.2] <br /> <br />