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bi <br />(2) SIMPSON HDU5- <br />SDS2.5 AND 4x BLKG <br />(FIRST (3) BAYS ONLY) <br />AT 10'4' OC <br />(CENTERED BETWEEN <br />(E) 4x6 TIE BEAMS AT <br />10' 0") TYP ON GL G <br />BETWEEN 1A & 2A <br />TYP <br />7 <br />56.01 <br />(E) 4x6 FJ AT 24" OC <br />3A — <br />(2) SIMPSON HDU5- <br />SDS2.5 AND 4x BLKG <br />(FIRST (4) BAYS ONLY) <br />AT 10'-0" OC <br />(CENTERED BETWEEN <br />(E) 4x6 TIE BEAMS AT <br />10'-0") TYP ON GL G <br />BETWEEN 2A & 1 <br />1 /RR = it -Oft <br />(E) 4x8 <br />` <br />/C <br />p (Cpp''-' ') 4X8 <br />a✓ <br />y <br />- 12 <br />Y <br />6.02 <br />- ==- <br />62 <br />- <br />- S6.06 <br />{ <br />B <br />. <br />� STAIR <br />CS4.0C <br />FRAMING <br />I t.. _ (N) MC18X45.8 <br />° f 7 <br />SS6 <br />4 <br />3 ; <br />` 4 5601 5 <br />` S102CM <br />I <br />S3.02 <br />' <br />xco <br />- <br />co" <br />° <br />c <br />W' <br />s <br />50 56.02 <br />' <br />S6 05 <br />(N) SIMPSON <br />T P��I�,O <br />51 <br />{f� <br />f <br />49 <br />v <br />S6.05 <br />6 3/4x7 1/2 GL <br />1m <br />_j _j <br />11RT <br />� <br />- - <br />`t <br />56.02 _ <br />x <br />Cl) co <br />10 ( <br />(E) R10 3/4x48 GL (2 SPAN) <br />i CMST16 STRAP/� /6x6 <br />_ .ALIGNED W/ 6x6 BLKG f (N) <br />%% .BLOCKING- <br />I (2) SIMPSON LTT208 <br />TIES AT 4'-0" <br />6 3/4x7 1/2 GL COL # (E) 6 3/4x7 1/2 COL <br />(E) 90 3/4x46 GL (2 SPAN) (E) 10 3/4X48 GL (2 SPAN <br />4 <br />1`@9 <br />1 <br />(E) 5 1/8x4 1)2 GL COL, <br />TYP AT GRID 1 <br />i <br />F1 F OE1 E D1 <br />11 SIM <br />S6 02 { <br />I ' <br />{ <br />(E) 6 3/4x34 1/2 FLOOR JOISTS <br />Al A <br />Q0 k 1 Q0 <br />z l z <br />7 \TYP <br />(2) SIMPSON HDU5-SS2.5AND <br />4x BLKG (FIRST (3, B YS ONLY) <br />AT 10'-0" OC (CENTE�EU <br />BETWEEN (E) 4x6 TIE BEAMS <br />AT 1 W-n" 1 TYP nKI (,r A <br />T) <br />FLOOR FRAMING PLAN NOTES <br />A FOR A COMPLETE LEGEND OF ALL CALLOUTS AND SYMBOLS SEE COVER SHEET AND <br />SCHEDULES. <br />B STUD BEARING WALLS SHALL BE 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 />25/S5.02 <br />H INTERIOR FLOOR SHALL HAVE A 3/4" GYPCRETE TOPPING SLAB <br />I REFERENCE DETAILS 15/S6.12AND 16/S6.12 FOR NON -BEARING PARTITION WALL <br />ANCHORAGE TO WOOD FRAMED FLOOR. <br />KEYNOTE LEGEND <br />1 ADD NAILING TO EXISTING PLYWOOD SHEATHING IN HATCHED AREA AS FOLLOWS. <br />PANEL EDGES: VIF (E) 8d (NAILS AT 4" OO, ADD 0.131"x2 1/2" NAILS BETWEEN EVERY <br />OTHER EXTG NAIL SUCH THAT NEW NAILING PATTERN IS 8d NAILS AT 3" OC <br />AVERAGE. PANEL INTERIOR: VIF (E) 8d NAILS AT 8" OC EW. ADD 0.131"x2 1/2" NAILS <br />BETWEEN EVERY OTHER EXTG NAIL EW. <br />8 NEW CANOPY REF DETAILS 19/S6.03 and 20/S6.03. SEE ARCH FOR <br />POLYCARBONATE. <br />10 SIMPSON MST37, CENTERED ON GIRDER <br />19 SIMPSON HUCQ612--SDS HANGER <br />20 SIMPSON HU68 OR HUC68 HANGER <br />26 SIMPSON HGUS6.88/14 HANGER <br />27 SIMPSON EGQ6.88-SDS HANGER <br />28 SIMPSON HHGU7.00-SDS HANGER <br />38 (2) SIMPSON CMST12 x 7'-0" STRAPS W/ 0.148"x2 1/2" NAILS ON TOP OF BEAMS, <br />CENTER ON GIRDER <br />C1 <br />ENLARGED CEILING FRAMING PLAN <br />Otak Architects, Inc. <br />808 SW Third Avenue, Ste 800 <br />Portland, OR 97204 <br />503.287.6825 <br />www.otak.com <br />��*14 <br />Q AR <br />Glue'?CU <br />V <br />r� <br />.., <br />STAMP <br />FRO I <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-erigineers.c®m I FE# 19-T172 <br />CONSULTANT <br />TITLE <br /># DATE DESCRY <br />B 5/20/2-020 PERMIT F <br />C 5/20/2020 PLAN RE\ <br />'TION <br />EVIEW 1 <br />'ISIONS <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 />323501 <br />