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44 CEDAR POSTS FastenMaster®HeadLOK®screws Designer: <br /> ASS P COMPLETE DESIGN VALUES AND ENGINEERING DATA ARE <br /> GUARDRAILS ARE TO Q o <br /> �� ajGs AVAILABLE THROUGH TECHNICAL EVALUATION REPORT 1009-01 U y Lu <br /> RESIST A 2001b PLF 2x6 CEDAR CAP RAIL I AND ESR-1078 AVAILABLE @ WNW.FASTENMASTER.CON t a <br /> Q Q <br /> LATERAL LOAD ACROSS bp�� <br /> a <br /> ITS FULL LENGTH (TYP) I� S(� �N`� 2x4 CEDAR TOP RAILS ,"`- m N <br /> E <br /> C) <br /> 3. <br /> 2x2 CEDAR PICKETS <br /> 2x4 CEDAR BOTTOM RAILS � � t <br /> I-I/2"0 DOWEL HANDRAIL <br /> @ MIN. +34" <br /> Jurisdiction: <br /> nil <br /> 2x CEDAR FASCIA <br /> RIP TO REQ'D DEPTH <br /> (3) 2x4 CEDAR TREADS <br /> 3200 Cedar Street <br /> STANDARD HANDRAIL MOUNTING Everett, WA. 98201 <br /> BRACKETS (1) @ EACH POST (425) 257-8810 <br /> s <br /> • Project: <br /> DTTZ ATTACHED TO SILL U <br /> PLATE ATOP LOWER LEVEL r` <br /> WALL. 2-LOCATIONS PER U N <br /> FRAMING PLAN. <br /> Lu <br /> CA+W Pas o <br /> 2-7/8" HeadLOK SCREWS® �1�t10us:�k N .� p <br /> 5"o.c. STAGGERED AT .. U N <br /> EACH STRINGER TO JOIST �1zL)E wA- <br /> GrKsp of �� 7- ~ <br /> 2 x 12 Zmat CHER Z <br /> a <br /> GRADE _w <br /> w <br /> -I/2"� HANDRAIL `\` P.T. 2x4 KICKBOARD BETWEEN <br /> EACH STRINGER. ATTACH TO <br /> CONCRETE LANDING w/ MIN. Title: <br /> z (B) TREADS @ IQy" (2) 3/8"x3 3/8" EXPANSION Cross <br /> 7>_0„ ANCHORS PER BOARD (TYP) Section <br /> o - <br /> 0 <br /> Town: <br /> Q <br /> 44 STAIRWELL D. Almond <br /> ® GUARDRAIL POST - Dote: <br /> z <br /> 03/01/2016 <br /> m <br /> b6 Pt . <br /> Handrail Sections _ Cross Section Scale: 1/2"=1'_0.. 04 <br /> Not to Scale <br />