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1 1/2" TYP <br />1 1/2" TYP <br />IL <br />1/4 <br />SECTION A -A <br />G.L. OF COLUMN <br />z <br />POST <br />2" STEEL <br />PLATE <br />0 HILTI KB-TZ2 W/ 2" NOMINAL <br />EMBED., 2 I/2" EFF. EMBED <br />POST PER <br />PLAN <br />(E) SLAB ON <br />Cwo'J <br />GRADE <br />PER PLAN • �A II I <br />d dII A <br />d <br />O <br />a <br />• <br />a s d d d 4 <br />w I a <br />E d d <br />d a <br />EQ EQ <br />PER PLAN <br />SAW CUT AND REMOVE (E) SLAB FOR FTG <br />LEHISS POST TO FTG <br />�I <br />5-602 / <br />DBL RAFTER <br />BEYOND PER <br />PLAN <br />GLB AND <br />SHEATHING PER <br />PLAN <br />(E) STEEL <br />PLATE <br />c <br />�REBAR PER <br />PLAN <br />#3xl'-6" DOWEL W/ <br />HILTI HY-200 AT 12" <br />O.C. AT ALL EDGES <br />OF FOOTING <br />3 <br />(E) GL PER <br />4 <br />SCALE: 1" S 02 KICKER CONN TO (E) GLB <br />4" WIDE x 1/4" THICK <br />METAL PL. EA SIDE OF <br />BEAM, FASTEN W/ (2) <br />3/4" 0 A307 THRU-BOLTS <br />— — — — — — — — — — — — — — — — — — — <br />LB TO (E) CNU <br />4 1/2" <br />(2) <br />A35s <br />GLB <br />NOTE: <br />(E) GLB PARALLEL TO WALL <br />NOT SHOWN FOR CLARITY <br />r' <br />SCALE: I" = I'-0" G5502 <br />E) OWW <br />SHEATHING PER <br />PLAN <br />10d AT 6" OC DBL RAFTERS <br />PER PLAN <br />i' <br />SHEATHING PER <br />PLAN (E) SHEATHING <br />e PER PLAN <br />I <br />i <br />I, <br />r <br />f) <br />e a <br />e a � <br />I <br />ROOF RAFTER <br />PER PLAN <br />SIMP50N 'LU5' HANGER AT <br />EA, JST, INSTALL PER MFR. (E) RAFTERS <br />REQUIREMENTS, TYP PER PLAN (E) GLB PLAN <br />t <br />(E) GLB PER PLAN <br />A <br />(E) GLB PER PLAN <br />e502 <br />4X12 SCALE: I"=1'-0" ( 5-502 <br />TOP CHORD PANEL <br />POINT <br />J TO NEW GLB <br />5 <br />AT <br />A34 <br />BRACE <br />5 <br />SHEATHING PER <br />PLAN <br />7 <br />SIM PSON A34 <br />BEAM TO BRACE <br />TPL RAFTERS AT <br />KICKER CONN, <br />KICKER AT <br />OC, <br />5 <br />(6) 16d NAILS EA. <br />RAFTER TO MANSARD <br />o ,o <br />(E) MANSARD PER PLAN <br />4x BLOCK TO NAIL <br />SHEATHING <br />RAFTERS AND <br />ff/,/ SHEATHING PPER <br />NOTES: <br />MANSARD PROFILE 15 APPROXIMATE, N.T.S. <br />KICKER CONN. TO <br />SCALE: I I/2" = I'-p" 5-02 PERPENDICULAR 2X12s ,I , 4 R <br />SCALE: 1 1/2 5-502 <br />x <br />BEAM PER PLAN <br />AFTERS TO (E) NANSARD <br />COPE TOP OF BEAM, <br />WWJ <br />(E) OWWJ AND <br />A <br />ROUND CORNER WITH <br />THING <br />SHEATHING PER <br />— <br />MIN RADIUS 1/2", SEAL <br />SINGLE <br />PLAN (DBL <br />CUT EDGE WITH WATER <br />SIM <br />OWWJ AT SIM) <br />— — — — — — — — — <br />— — — — <br />— <br />REPELLANT SEALER, <br />m' <br />1'-2" MAX <br />// \\ <br />(E) TOP PLATE <br />(E) STUD I <br />'LAN <br />7 <br />SCALE: I" <br />(E) TOP FLANGE HANGER TO <br />BE REUSED, CUT (E) GLB TO <br />LET IN NEW BEAM AND <br />RE -FASTEN <br />i <br />1 <br />(E) CMU-/ I p I <br />E) GLB CONN Tn NF <br />�(E) GLB PLAN <br />t <br />NOTE: <br />STEEL SIDE PLATES NOT <br />SHOWN FOR CLARITY <br />W GLB <br />I <br />SCALE: <br />1 <br />GLB PER <br />SIMPSON BC46 CAP <br />BOT OF BEAM TO <br />\\ // o TOP OF POST <br />DF 46 POST <br />GLB PER PLAN <br />GLB TO (E) WALL AT OWWT <br />SIMP50N BC4 BASE <br />CAP (BC6 ORIENTED q0 <br />DEGREES AT SIM) <br />STOREFRONT <br />(E) OWWJ <br />CAP PER 1 <br />SCALE: 1/2"44' <br />SHEATHING PER PLAN <br />ER PLAN <br />°ER PLAN <br />1AIN DETAIL <br />TOP PLATE PER f <br />DETAIL <br />BEAM PER PLAN <br />POST PER MAIN DET <br />BASE CAP PER MAIN <br />DETAIL <br />(E) B <br />MAIN <br />o°' <br />o <br />�—(E) OWWJ PER MAIN <br />DETAIL <br />SECTION A -A (N T S ) <br />1AIN <br />IL <br />OT PLATE PER <br />DETIAL <br />I <br />SCALE: <br />SOUTHPOINT PLAZA <br />SUITE 1- REPAIR <br />10121 EVERGREEN WAY #1 <br />EVERETT, WA <br />ISSUED /REVISED DATE <br />PERMIT SET 06.26.23 <br />PR01 10.24.23 <br />DESIGNARCHITECT <br />SDH Architect <br />2242 NW RESERVE CAMP CT <br />BEND, OR 97703 <br />206.369.8881 <br />ROIL of WASHINGTON <br />8905 Towne Center Drive, Suite 108 <br />San Diego, CA 92122 <br />CONSULTANT <br />13228 NE 20TH ST, SUITE 100 <br />BELLEVUE, WA 98005 <br />425 614-0949 / INFO@AU-ENG.COM <br />JOB NO: 23136 <br />CITY OF EVERETT <br />REVIEWED FOR PERMIT <br />PERMIT SET 06.26.23 <br />DETAILS <br />S=502 <br />