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i <br /> 0 <br /> w <br /> 'n° <br /> W <br /> 3 =a <br /> u, <br /> uo o �� <br /> cow <br /> x= <br /> Op <br /> min <br /> 8 B 16 <br /> S06 SOfi S09 <br /> V e _ <br /> ' <br /> GABLE ND TRUSS a-4x8 (2)2xe C.7 <br /> �k <br /> ' OF v , <br /> S09 <br /> s c` <br /> 11 l+wL t�4n <br /> —A IC ACCESS S09 , <br /> PRE- NUF. PER ARCH'L <br /> ROOF <br /> TRUSSES <br /> @2N U <br /> TYP NO <br /> 7 LLJ <br /> L (' <br /> J a <br /> SOB �----------- ------ �-', `� Q <br /> Z <br /> 0 <br /> ROOF FRAMING PLAN NOTES: Z j <br /> 1. Roof Sheathing shall be/s"thick(Panel Span Rating 24116).Faslen Sheathing to Framing with 0.131"0 x 2,"Nall,as follow.: Z <br /> Framing,Edges <br /> 6"oc UJ <br /> -- — J <br /> }„ Framing,Field 12"x <br /> -- _ GABLE END TRUSS Boundaries.Blocking,Struts R J W <br /> At Unframed Panel Edges,provitle PSCA F2min9 Clips cenleretl between each Framing Member,See Drawings for other m <br /> _ - Sheathing Nailing requirements. - <br /> 6` At areas indicated as Blocked Diaphragm,provitle 2,Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel <br /> .'� Etlges.Fasten Sheathing to Framing antl Blocking with 0.131"0 x 2Yz"Nail6 as follows: <br /> • - Framing,Edges 4"oc <br /> Framing,Field 12"oe <br /> Boundaries,Blocking,Struts 411oc <br /> See Drawings for other Sheathing Nailing requirements CD W <br /> 2, Roof Framing shall be as indicated on plan.Rater to General Structural Notes. vz W <br /> 3. Trusses marked Strut shall be designed to accommodate the indicated load$and connections. W <br /> 18 4. Overframing Members shall be 2.4 @ 24'..posted down to main framing below w/2,4 @ 48"oc,staggered,or as'mdicared by the LL <br /> S09 Truss Manufacturer O <br /> (2)2%6 S. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Note 1, <br /> GABLE END TRUSS (2)2x6 x� 6. Provide H2 SA Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends typ. <br /> _JL <br /> -4 _- WALL FRAMING PLAN NOTES: <br /> LL J <br /> 7. Exterior Welk shall be Shear Wall type P1-6 with 2x6 Studs @ 16"oc,u.o.n. Z <br /> 1,B 8 Interior Walls shall be 2x4 Studs @ 16"oc,uo.n. LL, O <br /> S09 SOB Where adjacent Shear Walls are in contact,nail studs together per 3/SO6.See 1/S06 for spacial stud requirements at Shear Wall O <br /> 1111 <br /> O typos Pi-3.Pi-2,and P2-2. O <br /> SOB 4� -M-;TSES O <br /> @ 24"oc 8. Headers shall be 4x6,u.o.n.See Detail 13/SO6. <br /> 9. Built-up Stud Groups In Walk supporting Beams,Posts or Ghder Trusses above shall be(2)Studs,u.o,n.Sea General Structural <br /> Notes for fastening requirements. <br /> 7 <br /> 10. See 10ISO6 for Simpson b USP hardware convention table. <br /> LEGEND <br /> SXX DETAI1CAU1-01JT m <br /> y <br /> [-� SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 ~ <br /> K <br /> W <br /> _ a <br /> BEARING OR SHEAR WALL BELOW <br /> W ry <br /> POST BELOW � <br /> OVER FRAMING PER PLAN NOTE 4 W o <br /> K <br /> HDR HEADER PER PLAN NOTE 8 <br /> i14•=,-0• 0 1 2 4 8 16 S 0 5 B <br />