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9- <br />3A — <br />01 <br />1 /1 " e 1 t-OVo <br />(�) F1 E1 D1 C1 T <br />B1 Al A <br />ROOF FRAMING PLAN NOTES <br />A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS SEE COVER SHEET AND <br />SCHEDULES. <br />B VERIFY SIZE AND LOCATION OF ALL MECHANICAL AND WALL PENETRATIONS. <br />C REFERENCE ARCHITECTURAL DRAWINGS FOR ALL EDGE OF SLAB DIMENSIONS. <br />D CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF RECORD IF THE <br />EXISTING CONDITIONS DIFFER FROM THE DESIGN DOCUMENTS <br />E CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF RECORD OF ANY <br />AND ALL EXISTING STRUCTURAL MEMBERS ARE DAMAGED, ROTTED OR IN <br />DETERIORATED STATE. <br />F WHERE EXISTING CONCRETE TILT PANELS ARE TO BE INFILLED REFERENCE DETAIL <br />11125 _ <br />G REFERENCE DETAILS 17/S6.12 AND 18/S6.12 FOR NON -BEARING PARTITION WALL <br />ANCHORAGE TO WOOD FRAMED ROOF. <br />ROOF SNOW LOAD LEGEND: <br />1 ROOFS HAVE BEEN DESIGNED FOR SNOW LOAD OF 25 PSF LINO: <br />'1< LIVE LOAD = 50 PSF + 15 PSF (SEE NOTE 1) <br />MECHANICAL UNIT <br />a <br />Otak Architects, Inc. <br />808 SW Third Avenue, Ste 800 <br />Portland, OR 97204 <br />503.287.6825 <br />www.otak.com <br />sl <br />FRO E L I 11 <br />E N G IN E E R S <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-enciineers.com I FE# 19-T172 <br />CONSULTANT <br />TITLE <br /># DATE <br />DESCRIPTION <br />A 4/17/2020 <br />PLAN REVISIONS <br />B 5/20/2020 <br />PERMIT REVIEW 1 <br />C 5/20/2020 <br />PLAN REVISIONS <br />REVISIONS <br />RRR 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 />