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G, <br />n <br />UNIT PLAN 'C' UNIT PLAN 'B' UNIT PLAN 'C UNIT PLAN 'B' <br />I I I I <br />HORIZONTAL/DRAG STRAP SCHEDULE <br />PLAN <br />SIMPSON <br />CALLOUT <br />STRAPTYPE <br />DESCRIPTION <br />E <br />CS16x36" <br />BEAM TO BEAM <br />Ifl <br />(2)C516x36' <br />BEAM TO BEAM <br />�3 <br />CS16x36" <br />BEAM TO <br />TOP PLATE <br />® <br />(2)CS16x36' <br />BEAM TO <br />EA. TOP PLATE <br />TRUSS/BEAM <br />O <br />HT530C <br />TO TOP PLATE <br />TRUSS/BEAM <br />© <br />DSC2R/L-SDS3 <br />TO TOP PLATE <br />�T <br />DSC5RIL-SDS3 <br />TRUSS/BEAM <br />TO TOP PLATE <br />© <br />CS16x36" <br />PLATE TO PLATE <br />LEGEND <br />�3D:1 <br />HDR <br />(F) <br />DETAIL CALL -OUT <br />SHEAR WALL BELOW PER SCHEDU <br />BEARING OR SHEAR WALL BELOW <br />UNIT PLAN 'C <br />(2) 2x at <br />ROOF FRAMING PLAN NOTES: paneledges <br />1. Roof Sheathing she a thick anti pen Rating <br />slows: <br />Framing, Edges <br />6'oc <br />Fmming, Field <br />12'0c <br />Boundaries, Blocking, Struts <br />I ll <br />At Untamed! Panel Edges, provide PSCA Fmming Clips centered between each Framing Member. See Drawings far other <br />Sheathing Nailing musics en6. <br />At areas indicated as Blacked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Untamed Sheathing Panel <br />Edges. Fasten Slreathing to Framing and Blocking with 0,131"0 x 21$' Nails as kllows: <br />POST BELOW <br />Framing, Edges <br />4'oc <br />-naming, Field <br />12'oc <br />Boundades,Blocking,Sth <br />4'oc <br />2. <br />Roof Freming shell be Connector -Plate Trusses @ 24-aa u.o.n. Refer to General Structural Notes. <br />HEADER PER PLAN NOTE 8 <br />3. <br />Tmmea marked Shut shall be designed to acrnnoHrdale the iMkated baits and conneWmre. <br />4. <br />Overframing Membersshallbe2x6Q24'ocorper Truss Manufacturer. PoMdownto Framing Membmr loww/2x4@48'w. <br />FLUSH FRAMED (BOTT. FLUSH WI BOTT. <br />staggered. <br />OF FRAMING) <br />5. <br />Provide solid Flat Blocking at all Valleys. Fasten Sheathing to Blocking in accerdance with NOW 1, <br />6. <br />Provide 112.54 Clip each side or TLOK6 Screw each ply at 2ply or greater Girder Truss ends, typ. <br />OVERFRAMING PER PLAN NOTE 4 <br />WALL FRAMING PLAN NOTES: <br />7. <br />inar Walls shall be Shear Walltype with s oc, u.o.n. <br />Interior Bearing Walls shell be 2x4 Studs @ 16"oc. u.o.n. <br />Deml&ng Walls shall be (2) walls with 2-Air Space. EaM wall shall be 2x4 Studs ®18"cc, u.o.n. Each wall shall be sheathed <br />with 1 layer of GWB in accordance will Architectural Drawings. <br />Where adjacent Shear Walls are In contact, nail studs together per WS06. See 11S88 forapeaal aWd requirements at Shear Wall <br />types P1a, P1-2, P24, P2a, and P2-2. <br />8. <br />Headers shall be 4x10 U.O.N. See Dstail IBIS08. <br />9, <br />Built-up Stutl Groups in Wells supporting Beams. Pests or Girder Tmsses above shall be (2) Studs. u.o.n. See General Structural <br />Notes for kstening requirements. <br />0 <br />0 1 <br />2 <br />4 <br />6 <br />16 <br />w <br />w <br />I <br />m <br />z <br />w <br />� <br />o <br />V W <br />Q <br />Q P <br />3 <br />< <br />3 <br />MN <br />Z� <br />�DW <br />WOO <br />a� <br />E <br />O <br />c <br />0 <br />0 <br />LU <br />0 <br />t <br />LU <br />i <br />cl <br />N <br />LL <br />�/ '� <br />V) <br />W <br />Q <br />a <br />O <br />O <br />c� <br />JOB NO.: <br />22-239-04 <br />DATE: <br />06117/2022 <br />SCALE: <br />Yx"-1'-0' <br />DRAWN: <br />BIDS <br />CHCKD: <br />RMH <br />K I S05 <br />