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O <br /> O <br /> W <br /> U n <br /> a ww <br /> zZ <br /> u 1, <br /> i mm <br /> SO6 11 6 s <br /> S09 SO6 <br /> P1-6 <br /> I u ii do w <br /> do <br /> do <br /> z <br /> do C7 <br /> I I I <br /> ti� I - <br /> 2 <br /> a HIP MASTER ATTIC ACCESS T. <br /> PER ARCH'L As / <br /> do <br /> CO <br /> t«N1t.l� <br /> S09 509 <br /> - ... -PRE-MANUF. O <br /> ROOF <br /> TRUSSES 1 C <br /> TYPUNO Q <br /> z 0 z <br /> - 1 p <br /> ROOF FRAMING PLAN NOTES: <br /> -- - -- 1. Roof Sheathing shall be/s"Ihick(Panel'Pan Rating 24/16).Fasten Sheathing to Framing with 0.131"O x _'Nails as follows' <br /> Framing,Edges 6"oc W <br /> Framing,Field 12"oc = J : <br /> --- Boundaries Blocking,Stru[s 6"oc LLJ <br /> At Unframed Panel Edges provide PSCA Framing Clips centered between each framing Member.See Drawings far other m Sheathing Nailing requirements. _ <br /> At—.indicated as Blacked Diaphragm,provide 2x Flat Bio ping(per General Structural Notes)at all Unframed Sheathing Panel <br /> Edges,Fasten Sheathing to Framing and Blocking with o.131"O x 2V"Nails as fo8ows' <br /> � Framing,Etlges q^oc ( <br /> a }6 Framing,Field 12"oc <br /> l '� 22T6 Boundaries,Blocking,Struts 4"oc <br /> GIRDER HIP MASTER See Drawings ton after Sheathing Nailing requirements. J1.1 <br /> 2. Roof Flaming shall be as indicated on plan.Refer to General Sbuclural Notes. 0 w <br /> 14 w 3. Trusses marked Strut shall be de"ned to acco—choe the mdicdwd loatls and connections. W <br /> US09 �I 4. 0vedraming Members Shall be 2x4 @ 24"oc posted down to n',ain framing below wl 2,4 @ 48"oc,staggered,or as Indicated b the LL <br /> C, i I —' Truss Manufacturer. y <br /> m N 5. Provde solitl Flat Blocking at all Valleys.Fasten Sheathing W Blocking in accordance with Now 1. zo <br /> I O <br /> 6 Provide H15A Clip each s de or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,lyF Of-- Q <br /> (2)2x I <br /> 2 WALL FRAMING PLAN NOTES L.L —j <br /> 6 �Ts <br /> 2 xteri Eor Walls shall be Shear wall type P,-6 with 2x6 Studs @ 16 oc,u o.n z <br /> Interior Walls shall be 214 Studs @,6 oc u.o n <br /> P1-6 (2)2x6 (2)2x6 ---- Where adjacent Shear Walls are in contact, ter nal studs togeJ per 31S06.See 1/SOfi for spec al stud requrteinents al Sheer Wall O <br /> GABLE END TRUSS - - Nees Pt-3 PI-2,and P2-2 <br /> S09 SO6 ( - 8. Headers shall be 4x6 u o n See Dewl 13/So6. NO ! Q <br /> 6 76 9. Notes Suit Groups in Walls supporting Beent.,Posts or Girder Trusses above shall be(2)Studs.u e n.Be,General Structural <br /> Soe S09 S06 g requirements. - <br /> 10. See 10/S06 for Simpson to USP hardware conversion table. <br /> i <br /> LEGEND <br /> XX DETAIL CALL-IT <br /> SX.X I � <br /> FP-1--X—] SHEAR WALL BELOW PER SCHEDULE OF 11SUb j <br /> W <br /> BEARING OR SHEAR WALL BELOW <br /> a <br /> lJ POST BELOW <br /> O � <br /> OVER FRAMING PER PLAN NOTE4 W o <br /> 1-a <br /> HDR HEADER PER PLAN NOTE b <br /> 0 1 2 4 8 76 S05B <br />