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G <br />QUNIT PLAN'C' Q UNIT PLAN'C' Q UNIT PLAN'C' Q UNIT PLAN'C' Q UNIR( ALA) 'B' l o J <br />PLAry <br />JIMPP <br />DESCRIPTION <br />CAI -LOUT <br />STRATYPSun E <br />O <br />CSi Bx38" <br />BEAM TO BEAM <br />O <br />(2)CS16x36" <br />BEAM TO BEAM <br />�3 <br />CS16x36- <br />BEAM TO <br />TOP PLATE <br />® <br />(2)CS16xW <br />BEAM TO <br />EA. TOP PLATE <br />TRUSSMEAM <br />Ifl <br />HT530C <br />TO TOP PLATE <br />TRUSS/BEAM <br />© <br />DSC2RILSDS3 <br />TO TOP PLATE <br />�] <br />DSC5RIL-SDS3 <br />TRUSS/BEAM <br />TO TOP PLATE <br />�8 <br />CS16x36- <br />PLATE TO PLATE <br />SHEAF (2) 2x required at <br />BEAR11adjoining panel <br />POST Ledges��.,.. <br />At Unframed Panel Edges, provide PSCA Framing Clips centered between each Framing Member. See Drawings far other <br />Sheathing Nailing requiremen s. <br />At areas indicated as Blacked Diaphragm, provide 2x Flat Bbckng per General Structural Noted) at all Untamed Sheathing Panel <br />Edges. Fasten Slreething W Framing and Blackang with 0,131"0 x 21$' Neils as follows: <br />Framing, Edges <br />4'oc <br />Fmming, Field <br />12'oc <br />Boundedes, Blacking, Struts <br />4-0G <br />2. Roof Framing shell be Cannectar-Plate Trusses @ 24'aq u.a.in. Refer to General Structural Notes. <br />HDR HEADER PER PLAN NOTE 8 3. Trustees oal Shut shall be designed to accommodate the iMkated baits and connections. <br />4. Oveftming Membemsballbe2x6Q24'ocq WTruss Manufacturer. PoMdownto Framing Memb mr loww/2x4@48'w. <br />(F) FLUSH FRAMED (BOTT. FLUSH W/ BOTT, Staggered. <br />OF FRAMING) <br />6. Provide solid Flat Blocking at all Valleys. Fasten Sheathing to Blocking in accerdance with Note 1, <br />6. Prone H2.SA Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends, bp. <br />OVERFRAMING PER PLAN NOTE 4 <br />WALL FRAMING PLAN NOTES: <br />Z EiMmor Wells shall be Shear Well type Pl-6 with 2x6 Studs C 16'oc, u.o.n. <br />Interior Beading Walls shell be 2x4 Studs @ 16-cc, u.o.n. <br />Deml&ng Walls Shall be (2) walls with 2-Air Space. Eatll wall shall be 2x4 Studs ®16l u.o.n. Each wall shall be sheathed <br />with 1 layer of GWB in accordance with Architectural Drawings. <br />Where adjacent Shear Walls are In mMact, nail studs bgether per WS06. See 11S88 forapeaal shud requirements at Shear Wall <br />types P1a, P1-2, P24, P2-3, and P2-2. <br />0 1 2 d 6 18 <br />8. Heal shall be 4x10 U.O.N. See DMIA118IS08. <br />9. Built-up Stutl Groups in Wells supporting Beams. Fwis or Girder Trusses above shall be (2) Studs. u.o.n. See General Structural <br />Notes for kstening requirements. <br />tu <br />I <br />m <br />w <br />V W <br />Q <br />Q P <br />3 <br />< <br />3 <br />MN <br />Z� <br />�JW <br />U) <br />(1) <br />E <br />O <br />c <br />0 <br />0 <br />LU <br />0 <br />t <br />LU <br />i <br />3 <br />0 <br />a� <br />Er <br />U <br />N <br />LL <br />�/ '� <br />V) <br />W <br />Q <br />D_ <br />O <br />O <br />c� <br />Z <br />4 <br />JOB NO.: <br />22-239-04 <br />DATE: <br />07/15/2022 <br />SCALE: <br />W-1'-0' <br />DRAWN: <br />BOB <br />CHl <br />RMH <br />J I S05 <br />