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i6q Ax4 min. #aria <br />max A 518' 0 gatvani7ed m. b. 60" o.c. max., yp <br />or threaded rod jvf <br />nuts & washers fm#n <br />, arnan and 5' MaTa � <br />16. <br />Max Min, 1800# <br />tension strapsSection A <br />5/8' 0 galvanized m.b, <br />or threadedrod w/ �x €rein. blocking <br />- nuts washers <br />2"min <br />2x8 min, deck 7min <br />joists & rims ? wn and F mm <br />�'rnin <br />Note. <br />Use above details for guard connections or provide engineered Min. 1800 Tension straps <br />de sic� n that shows Guards can resist a single concentrated load <br />0 tJg lb applied in any direction at any point aloe the to and <br />have attachment devices and supporting structure o tran tor <br />this Section B <br />load to oropri to structural elements of the building per JBC <br />sec 16 .7. i . i <br />Z(GGuardrail net <br />uardrils are required when the deck is more <br />than 30above grade.} <br />SIDING'S TO <br />MATCH EXIST <br />GUARD RAILING <br />AT 30" HEIGHT <br />-NEW ADDITION <br />ROOF FITCH TO <br />MATCH EXISTING <br />TT LZ L E V A T I ('O-D) N <br />1/4`=V-0 (SOUTH E `L=NATION/ <br />[=J <br />