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F:\TYPICAL DETAILS\Wood\In Work\Wo-06-20.dwg, 7/26/2016 3:06:00 PM <br /> x <br /> DTT2 EA. GUARDRAIL <br /> DECK GUARDRAIL POST <br /> PER ARCH <br /> DECKING PER ARCH. <br /> BEAM PER PLAN <br /> DECK JOISTS <br /> (2) 1/2"0 HDG BOLTS PER PLAN <br /> EA. GUARDRAIL POST . \ — - rsz rn' <br /> N} :– Y • <br /> cN'. C:-- 1 <br /> POST PER PLAN W/ <br /> AC(E) CAPS LUS HANGER <br /> 7. 8..4. -// <br /> On i <br /> 4v0AY <br /> v‘,. ,oi <br /> .0.-, , <br /> 0 0 <br /> STRUCTURAL Typical Deck w/ Guardrail Detail <br /> ENGINEERING <br /> NOTE TO ENGINEER: <br /> 2124 Third Avenue Suite goo Seattle,WA 98121 DECK RAIL ATTACHMENT BASED ON PRESCRIPTIVE IRC REQUIREMENT .)/�- <br /> p:206.443.6212 ssfengineers.com DETERMINE ADEQUACY ON A CASE BY CASE BASIS. <br /> File I Wo-06-20 Scale I 3/4" = 1'-0" Title I Typical Deck w/ Guardrail Detail Boxes j One <br />