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A DBL 2x6 TOP PLATE <br />2x6 BLOCKING <br />E.N. B.N. B <br />2x4 BLOCKING <br />BUTT JOINT BETWEEN FRAMING MEMBERS <br />WITH 16d @ 6" OC TO WALL BLOCKING OUTT JOINT BETWEEN FRAMING MEMBERS CENTERED OVER WALL <br />CSIS STRAP AT EACH TRUSS CENTERED OVER WALL JOISTS CONTINUOUS OVER WALL <br />WITH (8) IOd x 1.5" TO TOP CHORD CSIB STRAP AT EACH TRUSS 2x6 BLOCKING <br />EACH END 2x6 BLOCKING 2x6 BLOCKING WITH (8) IOd x 1.5" TO TOP AC�NO�DD GROUP <br />L o A E GROUP <br />E.N. �� o 0 0 <br />SHEATHING t NAILING---� <br />SAME AS WALL BELOW <br />LSTA24 STRAP - i CIVIL &STRUCTURAL <br />PLACED OUTSIDE SHEATHING I 2x6 JOISTS <br />WITH (7) IOd EACH , PER FRAMING PLAN 2x6 JOISTS <br />TO STUD AND TO TRUSS ( PER FRAMING PLAN ENGINEERING <br />I <br />E.N. �� I <br />i 1355 OAE 200 STREET <br />E.N. I <br />IDTTI @ 24" OC DTTI @ 24" OC <br />MFGD WOOD TRUSS WITH 6" SDWS SCREW � DTII @ 24" OC—EUGENE, OR 97401 <br />WITH 2 <br />WITH BUILT-IN PARAPET WITH 2" MIN EMBED WITH 6 SDWS SCREW WITH 6" SDWS SCREW <br />MIN EMBED " (541) 341 -1 332 <br />I INTO 2x BLOCK INTO 2x BLOCK WITH 2 MIN EMBED <br />I 2x6 BLOCKING — <br />INTO 2x BLOCK <br />FACE NAIL WITH Ibd @ 8" OC TO TOP PLATE <br />i <br />DBL TOP PLATE <br />2x4 @ 24" OC STUD WALL 2x4 @ 24" OC STUD WALL h <br />TOP CHORD BRG TRUSS 2x6 @SIM <br />2x6 @ 24" OC STUD ALIGNED WITH TRUSS ABOVE TOP CHORD BRG TRUSS TOP CHORD BRG TRUSS <br />2x4 NAILER FOR GYP BD 1115 72 <br />WITH (2) I6d TO STUD 24" OC 2x4 NAILER FOR GYP ED>' <br />WITH (2) I6d TO STUD 24" OC 2x6 @ 24" OC STUD WALL <br />er <br />s <br />i LOWER ROOF FRAMING DETAIL2 LOWER ROOF @ INTERIOR BRG WALL �. <br />G' 3 LOWER ROOF @INTERIOR BRG WALL 4 LOWER ROOF @INTERIOR BRG WALL °z <br />'Z SCALE 1" = 1'-0" .7.7.2 SCALE 1-1/2" = I'-0" 53.Z SCALE I-1/2" = I' -D" 53.Z SCALE I -I/2"..', . <br />C <br />C C.8 <br />2x6 RIM <br />SHEATHING <br />CONTINUOUS BEHIND LEDGER <br />B.N. B.N. <br />A35 CLIP @ 12" OC �B N E 2x4 2'-0" FLAT BLOCK <br />AT EACH DTTI TIE <br />WITH (4) 5d <br />TOP CHORD BRG TRUSS FROM SHEATHING <br />— / IN LU26 HANGER <br />T.O. WALL <br />III -1011 FF <br />—2x8 LEDGER 'Q <br />WITH ]rod @ 8" OC EACH _ <br />TO TOP PLATE # TO RIM <br />1 1 DTTI TIE @ 24" OG (� Z <br />AGAINST LEDGER, �'+-� O <br />WITH 4" SDWS SCREW <br />2x8 BLOCKING BOTH SIDES OF WALL TO STUD <br />48" OC, AT SHEATHING JOINTS <br />2x8 LEDGER LU Q <br />WITH I6d @ 8" OC TO TOP PLATE !-� <br />2x6 LEDGER <br />WITH (2) 4" SOWS REWS er <br />TO EACH STUD t WIT _j (nO <br />` <br />I6d @ 8" OC TO CREW 7 <br />(UPPER SDWS SCREW IS RU TIE) � LuL <br />O <br />'<1-L nn // <br />J: LLA <br />LL <br />----- 2x6 @ 24" OC STUD WALL ---- —2x6 @ 24" OC STUD WALL 2x4 NAILER FOR GYP BD ® N Ll - <br />TOP CHORD BRG TRUSS <br />WITH (2) I6d TO STUD 24" OG (o Lu <br />I <br />2x4 NAILER FOR GYP BDt <br />WITH (2) 16d TO STUD 24" OC ALIGNED WITH UPPER ROOF TRUSS <br />U— <br />U- <br />5 LOWER ROOF STEP 6 LOWER ROOF STEP 7 LOWER ROOF LEDGER <br />J.3•Z SCALE 1-1/2" = 1'-0" 53•Z SCALE 1-1/2" = 1'-0" 53.2 <br />SCALE : I -I/2" = I' -O" <br />4 <br />E <br />E.N. <br />SHEATHING --� <br />2x BLOCKING ALIGNED WITH HANGER BOLTS �SHEATSHEAT INC BEHIND LEDGER PROJECT: E2035 <br />TOENAILED EACH END TO STUD W� <br />WITH (2) IOd 3 <br />B.N. <br />3/8"0 HANGER BOLT WITH 1.5" EMBED INTO BLOCKING B.N. FLAT 2x4STRONGBACK <br />AT LOCATIONS SHOWN DRAWN: SNS <br />0 THRD ROD WITH COUPLER TO HANGER BOLT D-71 / IN FRAMING PLAN. <br />T.O. FRAMING AIL CENTER SPLICES <br />12'-B 5/16" AFF OVER A JOIST. DATE: <br />4/17/2017 <br />B.N. <br />a E.N. -11 <br />(2) I6d TO EACH JOIST 2x8 JOISTS REV: 5/25/2017 <br />1 <br />PER FRAMING PLAN AL T.O. FRAMING <br />a <br />a N 11'-10" AFF <br />2x8 JOISTS <br />PER FRAMING PLAN r E.N. <br />2x6 LEDGER 2x4 FLAT BLOCKING <br />WITH (2) 4" SDWS @ 48" OC AT <br />SCREWS TO EACH SHEATHING JOINTS LN <br />STUD 4 WITH U28 HANGER <br />I6d @ B" OC <br />c TO BLOCKING --'—MFGD <br />m WOOD TRUSS 2x8 LEDGER PER FIJOISTSLING <br />FRAMING PLAN <br />JOIST AT SIM WITH (2) 4" SDWS SCREWS LU28 HANGER <br />TO EACH STUD * WITH <br />I6d @ 8" OC TO BLOCKING <br />N 2x4 LEDGER FOR CEILING FINISH (UPPER SDWS SCREW IS THRU TIE) 2xB LEDGER <br />SHEET TITLE: <br />2 WITH (2) 4" SDWS SCREWS <br />TO EACH STUD 4 WITH LU26 HANGER TYP AT 2x6 JOISTS <br />r <br />2x6 @ 24" OC STUD WALL I6d @ 8" OC TO BLOCKING LU28 HANGER TYP AT 2xB JOISTS FRAMING <br />e <br />r ~2x6 @ 24" OC STUD WALL 2x6 @ 24" OC STUD WALL 2x LEDGER PER FRAMING PLAN <br />DETAILS <br />WITH (2) 4" SDWS SCREWS <br />TO EACH STUD <br />0 <br />.o <br />4 <br />q LOWER ROOF FRAMING DETAIL t 10 LOWER ROOF LEDGER 11 LOWER ROOF LEDGER 12 CEILING LEDGER 4 STRONGBACK SHEET NUMBER: <br />F-2 I' 3.Z <br />SCALE I" = -O" 5SCALE : I-1/2" = i'-0" 53.Z SCALE I-1/2" = I'-0" <br />o SCALE i -I/2" = I' -O" 53.Z <br />v <br />S3.2 <br />