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T <br />F1 E1 D1 C1 B2 B1 Al A <br />I I I 1 <br />I (2) SIMPSON LTT20B <br />TIES AT 4,-0„ 29 ; I 27 <br />a <br />1 �rC 18 IC I I <br />I 56.03 I I 56.03 <br />2ND FLOOR MI PLAN <br />1 /8" 0 11=011 <br />FLOOR FRAMING PLAN NOTES <br />A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS SEE COVER SHEET AND <br />SCHEDULES. <br />D STUD BEARING WALLS SHALL DE FRAMED W/ 2x DF#2 STUDS AT 16" OC (REF ARCH <br />FOR WALL WIDTHS) <br />C VERIFY SIZE AND LOCATION OF ALL MECHANICAL AND WALL PENETRATIONS. <br />D REFERENCE ARCHITECTURAL DRAWINGS FOR ALL EDGE OF FLOOR DIMENSIONS. <br />E CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF RECORD IF THE <br />EXISTING CONDITIONS DIFFER FROM THE DESIGN DOCUMENTS <br />F 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 />G WHERE EXISTING CONCRETE TILT PANELS ARE TO BE INFILLED REFERENCE DETAIL <br />251S5.02 <br />H INTERIOR FLOOR SHALL HAVE A 3/4" GYPCRETE TOPPING SLAB <br />I REFERENCE DETAILS 15/S6.12 AND 16/S6.12 FOR NON -BEARING PARTITION WALL <br />ANCHORAGE TO WOOD FRAMED FLOOR. <br />KEYNOTE LEGEND <br />8 NEW CANOPY REF DETAILS 19/S6.03 and 20/S6.03. SEE ARCH FOR <br />POLYCARBONATE. <br />12 ADD BLOCKING TO EXISTING SHEATHING PANEL EDGES AND NAIL W/ 0.148"x3„ <br />NAILS AT 6° OC TO BLOCKING. <br />19 SIMPSON HUCQ612-SDS HANGER <br />25 SIMPSON MGU5.62-SDS HANGER WITH ONE FLANGE CONCEALED <br />32 SIMPSON MGU-SDS HANGER <br />B ,-- <br />35 ADD SIMPSON H�12 ANCHOR EA SIDE OF BEAM W/ 1 1/©" DIA A36 THREADED ROD,' <br />C REF 631S6.06 <br />36 ADD SIMPSON MSTC66 STRAP EA SIDE OF BEAM <br />39 (N) ELECTRICAL EQUIPMENT BELOW, RED EL [CLANS. CONTRACTORSTALL <br />COORDINATE HEIGHT` AND CLEARANCES WITH SELECTED EQUIPMENT. GRAVITY <br />SUPPORT AND LATERAL BRACING ARE BY OTHERS AND SHALL BE SUBMITTED TO <br />FOR FOR REVIEW. <br />Otak Architects, Inc. <br />808 SW Third Avenue, Ste 800 <br />Portland, OR 97204 <br />503.287,68_2.5 <br />www.otak.com <br />a� <br />Oh <br />MISS: <br />FROELICH <br />17700 SW Upper IBoones 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-engineers.corn ( FE# 19-T172 <br />CONSULTANT <br />TITLE <br /># DATE 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 />D 6/01/2020 <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 />