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C, <br /> �1. <br /> �a <br /> �w wz <br /> U 0o a N <br /> i 1w <br /> �F- <br /> 2m <br /> B i6 8 <br /> SO6 BOB SO6 <br /> P <br /> N <br /> GABLE END TRUSS <br /> (2)2x6 '._... (2)2x6 <br /> T <br /> Gt: _ <br /> 6 <br /> ATTICACCESS <br /> 9 PER ARCH'L f Syr fir' <br /> �0. N <br /> a <br /> l <br /> 11 11 <br /> SOg S09 � <br /> .... ...........__ �M\ _ <br /> _. tt ,0 0_ <br /> L.L x <br /> -- T Ld <br /> PRE-MAN UF. _I�L <br /> ROOF r <br /> TRUSSES <br /> —..._. N' <br /> Q <br /> J F— <br /> ROOF FRAMING PLAN NOTES: ; <br /> 1. Roof Sheathing shall be/e'thick(Panel Span Rating 24116).Fasten Sheathing to Framing with 0,131"O x 2Y"Nails as follows. UJ <br /> Framing,Edges fi"oc T UJ <br /> Framing,Field J <br /> Boundaries,Blocking,Struts 6"oc UJ <br /> At Unframed Panel Edges provide PSCA Framing Clips centered between each Framing Member.See Drawings for outer Q <br /> Sheathing Nailing requirements. <br /> At areas indicated as Bbcketl Diaphragm,provide 2,Fiat Bluckmg(per General Structural Notes)at all Unframed Sheathing Panel <br /> Edges.Fasten Sheathing to Framing and Blacking with 0.131"0 x 2)2'Nails as follows: <br /> Framing,Edges 4'x <br /> a Framing,Field 12"oc <br /> Idou��}6 22x6 Sea Drawings for other SheathingS eatthi ng Nailing0 . LLB r n <br /> 2. Roof Framing shall bees indicated on plan.Refer to General Structural Notes. vz w <br /> 3. Trusses marked Strut shall be designed to accommodate the ndicomd loads and connections. ` W <br /> 4, 0—framing Members shall be 2,4 @ 24"oc posted down to main framing below wi 2,4 @ 48"oc,staggered or es indicated by the i LL <br /> Truss Manufacurer. Q <br /> _--__ 5. Provide solid Flat Blocking at all Valleys.Fagan Sheathing to Blocking in accordance with Note I. Q z <br /> 6. Pmvide H2.5A Cliph sitle or TLOK6 Screw each ter Girder Truss ands. p. (LLy�each ply at 2-ply or greater ry � � U <br /> 2�+ WALL FRAMING PLAN NOTES: <br /> (2)2x6 G T. Exterior.Walls shall be Shear Wall type P1-6 with 2x6 Studs @ 16"oc,u.o.n. O <br /> - GABLE END TRUSS Intedor Walls shag be 2x4 Studs @ 16"oe.u.o.n. LL <br /> (2)2x6 _ (2)2x6 VVhema adjacent Shear Walls amen contact nail studs together per 31S06.See lrS06 for special stud requ m-ts at Shear Wall O C) <br /> _.. types Pl-3 P1-2 and P22. _ <br /> GABLE END TRUSS Q <br /> S09 SO6 8. Header,shall be 44,u.o.n.See Detail 131S06. ,U <br /> 6 16 8 9. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shah be(2)Studs,u.o.n.Sae General Structural ar+� <br /> SO6 S09 SOB Notes for fastening requirements. <br /> 10. See 10/SO6 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> -- a <br /> SX.X DETAIL CALL-OUT m <br /> y <br /> F <br /> a <br /> SHEAR WALL BELOW PER SCHEDULE OF 11S06 � <br /> W <br /> du <br /> BEARING OR SHEAR WALL BELOW <br /> ~ ry <br /> POST BELOW � <br /> 0 <br /> OVER FRAMING PER PLAN NOTE e w <br /> K <br /> HOR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 a 16 S05A <br />