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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 _ \ rs-, 1-- -16 <br /> N <br /> POST PER PLAN W/ _._ LUS HANGER <br /> AC(E) CAPS <br /> (ói G <br /> 0 C <br /> STRUCTURAL Typical Deck w/ Guardrail Detail <br /> ENGINEERING <br /> NOTE TO ENGINEER: <br /> DECK RAIL ATTACHMENT BASED ON PRESCRIPTIVE IRC REQUIREMENTS. <br /> 2124 Third Avenue-Suite loo-Seattle,WA 98121 <br /> p:206.443.6212 ssfengineers.com DETERMINE ADEQUACY ON A CASE BY CASE BASIS. <br /> File Wo-06-20 Scale 3/4" = 1'-0" Title Typical Deck w/ Guardrail Detail Boxes One <br /> F:\TYPICAL DETAILS\Wood\In Work\Wo-10-09.dwg, 7/26/2016 3:07:14 PM <br /> NAIL END STRINGER <br /> TO 2x6 NAILER WI <br /> (3)16d 0 16"oc <br /> TREAD PER ARCH. <br /> / PER ARCH. <br /> I <br /> �I4 3/4" PLYWOOD <br /> I.I N. /' SHEATHING <br /> I <br /> I ,4 <br /> - -- <br /> J2x6 NAILER WI <br /> - s9 (3)16d TO EA. \ ''' / <br /> 0411 STUD <br /> 2x8 ® 16"oc <br /> 4,4i-sst� ' 2x12 STRINGER LSC HANGER <br /> 24"oc max. <br /> 4x10 <br /> 0Typical Rise Typical Landing <br /> ALL TREAD AND RISER <br /> STRUCTURAL DIMENSIONS PER ARCH. <br /> ENGINEERING <br /> Typical Stair and Landing Detail <br /> 2124 Third Avenue-Suite loci-Seattle,WA 98121 -, -.) <br /> p: 206.443.6212 ssfengineers.com <br /> CA <br /> Q. File Wo-10-09 Scale 3/4" = 1 '-0" Title Typical Stair Rise and Landing Detail Boxes One <br />