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SIDE PL 1/4x3x0'-6" EA <br />SIDE OF BALUSTER WITH <br />(2) 3/4" DIA THRU-BOLTS <br />SIDE PL TO 3/16 <br />BASE PL> 3 116 <br />3/16 <br />STEELBEAM,- <br />REF PLAN <br />BALUSTER ANCHORAGE AT <br />OAP PL 318, REF 4 / S6.21 <br />FOR CONN <br />REF 2 / S6.21 FOR KNIFE <br />PL TO COL CONN <br />CFS PARAPET STUD <br />WALL BEYOND <br />2" DIA STD PIPE (SCHED 40) <br />STUB POST <br />3/16 <br />STEEL BEAM, <br />REF PLAN <br />ill = 1 @-Off <br />W. <br />BALUSTER <br />BY OTHERS <br />BASE PL 1/2x3x3 <br />2" DIA STD PIPE (SCHED 40) <br />STUB POST <br />REF ARCH FOR ROOF <br />DECKASSEMBLY <br />METAL DECK, <br />REF PLANS <br />BALUSTER <br />BY OTHERS <br />KNIFE PL 1/2x6 WITH (2) <br />3/4" DIA THRU-BOLTS <br />TO BALUSTER <br />REF ARCH FOR ROOF <br />DECK ASSEMBLY <br />METAL DECK, <br />REF PLANS <br />Otak Architects, Inc. <br />808 SW Third Avenue, Ste 800 <br />Portland, OR 97204 <br />503.287.6825 <br />www.otak.com <br />4117 <br />13, P1 <br />431, <br />m� R., . <br />� NO <br />f t <br />,t EGON <br />J',.. ,fir � I <br />A <br />RE 3-2 <br />STAMP <br />FROELICH <br />17700 SW Upper Boones Ferry Rd. <br />Suite #115 <br />Portland, Oregon 97224 <br />Office: (503) 624-7005 <br />Portland, OR. I Bend, OR. I Denver, CO. <br />Froelich-enaineers.com I FE# 19-T172 <br />CONSULTANT <br />0 <br />0 <br />LU <br />0 <br /><'�qr <br />0 <br />00) <br />z < <br />co <br />�® <br />a, �Y d F i <br />p + a <br />- <br />� <br />( �R '.. <br />TITLE <br /># DATE DESCRII <br />B 5/20/2020 PERMIT F <br />C 5/20/2020 PLAN RE1 <br />'TION <br />EVIEW 1 <br />'ISIONS <br />REVISIONS <br />Author Checker <br />DRAWN BY CHECK BY <br />100% ISSUE SET/BID SET <br />STATUS <br />04/17/2020 <br />DATE <br />328801 <br />PROJECT NUMBER <br />S 6 0=2 3 <br />f3 <br />V?"V' 11" <br />a <br />} 7 <br />0 2020 OTAK, INC, <br />It this drawing is not 24"x 36", it has been <br />reduced/enlarged. Scale accordingly. <br />