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i <br /> I c I <br /> w ' <br /> I � _ <br /> Q J j <br /> j a Tz <br /> wrL <br /> 8 16 8 r <br /> SOB S09 SO6 <br /> E P1-6 <br /> (2)2x6 --GABLE END TRUSS —"--(2)2x6 <br /> 1?i <br /> 4L <br /> y6 2 <br /> try 2k6 <br /> ATTIC ACCESSrTasN 1 <br /> PER ARCH'L - <br /> e <br /> `a <br /> � v r <br /> jses.� <br /> r <br /> 11 S09 <br /> W C.� <br /> LL <br /> .1 W <br /> PRE-MANUF. Q <br /> ROOF <br /> TRUSSES Q <br /> v ._....__..___ <br /> @ 24"oc, <br /> TYP UNO v z <br /> 0 <br /> ROOF FRAMING PLAN NOTES: � 1 1 <br /> 1. Roof Sheathing shall be/¢"thick(Panel Span Rating 24/16).Fasten Sheathing to Framing wdh 0.131"9 x 2✓Nails as follows: � ■ ■ <br /> _ Framing,Edges 6"oc T Ul <br /> Fra ng Field 12"oc ..L <br /> Bomundaries,Blacking W Struts 6'oc <br /> At Unframed Panel Edges provide PSCA Framing Clips--ad between each Framing Manias,.See Drawings iei other Q <br /> -- Sheathing Nailing requirements. - <br /> At areas ndicated as Blocked Diaphragm,provide 2x Flat Blocking(per General StrucWral Noles)at all Unnamed Sheathing Panel <br /> Edges'.Fasten Sheathing fo Framing antl Blocking with 0.131"p x 2 z"Nails as follows: <br /> Framing,Edges 4"oc <br /> Framing,Field 12". <br /> 2ryp6 22 G m Boundaries,Blocking,Struts I 4"oc <br /> rt See Drawmgs for other Sheathing Nailing requirements. /n w <br /> a v <br /> 2. Roof Framing shall be as indicated on plan.Refer to General Structural No— <br /> w <br /> 3. Trusses marked Strut shall be designed to accommodate the Indicated loads and connections. W <br /> 4. Ovedraming Members shall be 2.4 @ 24"oc posted down to main framing below wi 2x4 C.ad"oc.staggarad,of s=inducted by lira O <br /> Truss Manufacurer, <br /> 5 Prov Ee solid Flat Blocking..If Valleys Fasten Sheafhing to Blodtng'n accordance with Note I. <br /> 6 Provide H2 5A Clip each side or TLOK6 Strew each ply at 2 ply or greater Girder Truss ands lyp. <br /> - WALL FRAMING PLAN NOTES: <br /> (2)2x6 1k6 T. Exter or Walls shall be Shear Wail type P1 6 with 2x6 Studs @ 16"oc,u.o.n. <br /> GABLE END TRUSS Imes or Walls shah be as Studs @ 16'oc u o n. 0 <br /> 1� (2)2x6 (2)2x6 Where adjacent Shear Walls are in contact,nail surds together per 31508.Sea 1/S06 for spaaal stud requirements of Shear Wall <br /> - types Pt-3 P1-2 and P2 2 O <br /> GABLE END TRUSS <br /> 16 8 8. Headers shall be 4x8,u o n See Detail 131SO6. <br /> S09 SOfi E <br /> 16 9. Buildup Stud Groups in Walls supporting Beams,Posts or G rcer Trusses above shall be(2)Studs,u.o.n.See General Structural <br /> Notes for fastening requirements. <br /> SO6 S09 506 � <br /> 10. Sea 10/S06 for Simpson to LISP hardware conversion table <br /> LEGEND -- <br /> SXX DETAIL CALL-011 da <br /> of <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 ~ <br /> m <br /> W <br /> n <br /> BEARING OR SHEAR WALL BELOW <br /> u ` <br /> Q ry <br /> POST BELOW O <br /> OVER FRAMING PER PLAN NOTE 4 W o <br /> LC <br /> --1 <br /> HDR HEADER PER PLAN NOTE 8 <br />