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s� <br /> mP <br /> W >Z <br /> L9 <br /> 0 _ 2r <br /> w ' <br /> Vz _ w� <br /> `1 w 3 <br /> u _ J <br /> HD <br /> a ww <br /> m� <br /> m <br /> SO6 509 S06/' ._ <br /> z <br /> i z,r?, <br /> I W,; z <br /> s <br /> eir <br /> ROOF TRUSSES _ <br /> Cd_24 oe,TYP UNO— <br /> I <br /> Sog <br /> CO LL <br /> ATTIC ACCESS I �L J <br /> PER ARCH'L 1 .u^ LLI <br /> on J <br /> pa <br /> to <br /> p Cn Q <br /> ROOF FRAMING PLAN NOTES: <br /> d 1. Roof Sheathing shall be/rs•thick(Panel Span Raing 24l_nl.Fasten Sheathing to Framing with 0.131"O x 2 i Nails as follows'. 0 W <br /> I Framing,Edges 6 oc <br /> il Framing,Field 12"oc ul!) ILLI <br /> ❑ 8 Boundaries,Blocking,Struts 611 1 WL Q= W S� At Untamed Panel Edges,provide PSCA Framing Clips Cantered belween each Framing Member.See Drawings for other <br /> Sheathing Nailing requirements. <br /> +� EAl tlgesa6Faldle�Isdets a,Blo9kod fJlaph92g d Bm dng2wnnl0 41"0ng(per General Structural Notesl et all Unframed SheetM1ing Panel <br /> 3t"B x 2 i"Nails as/ollows. <br /> Framing,Edges <br /> nin q•oc <br /> Y ` s <br /> �\ Framing Field 12'oc <br /> Boundaries Blocking,SUuls 4 oc I— <br /> See.Drawl rgs for other Sheathing Na'I'ng regr Hants. 0W <br /> cc <br /> i2. Roof Framing shall be as'Indlcated on plan,Refer to General Structural Notes. .> LLt <br /> 3. 'rn,ases marked Stnn shall be deslgnetl to icCammodate Iha indiczled loads and ranneCtiona. W <br /> 4. Overframing Members shall be 2x4 @ 24"oc posted down to main framing below wl 2.4 @ 48'oc staggered or as Indicated by the y LL <br /> Truss Manufacturer. O <br /> >. Provide soli Flat Blockin a[all Valleys Fasten Sheathin to Blockln In accordance with Note I. < Z 1' <br /> q 9 9 9 <br /> 6. Provitle H25A Chip h side or TLOK6 Scew each I t 2-ply �/p eac ply a p y or greater Girder Truss ends.typ. <br /> INSET GIRDER TRUSS(3 PLY MIN _ (2)2x6 P'6 (2)2u6_ WALL FRAMING PLAN NOTES77- <br /> _ <br /> 1. Eller -6 or Walls shall be Shear Wall type P1 with 2x6 Studs Q i6'oc u o.n. 1 Y � Z <br /> ' Inter or Walls shall be 2.4 Slutls @ 16 oc.u.o.n. �(� Q <br /> _ I <br /> GABLE END TRUSS ! When,adjabent Sh r Walls are n wntact na 1 studs together per 31S06.See 1/SO6 for spec al stud requements at Shear wall <br /> — <br /> F.� 8. Headers shal be 4x6 u.o.n See Leta 113IS06 LQ <br /> _ 16 9. Built-uP Slud Groups in Wails support 9 Bar—Posts o:.'Irder Trusses above shall be(21 Studs,u.o.n.See Geneml Sir—ral <br /> Notes for fastening requirements. <br /> 10. See 1OIS06 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> a <br /> SX X DETAIL CALL-OUT on <br /> 4n <br /> 1®- SHEAR WALL BELOW PER SCHEDULE OF IIS06 _ <br /> W <br /> a <br /> BEARING OR SHEAR WALL BELOW <br /> 1 W <i <br /> 2g Q Su <br /> POST BELOW � <br /> OVER FRAMING PER PLAN NOTE 4 cTr <br /> K <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 , 2 4 6 ,o <br /> S05A(M) <br /> 114"=1'A" � pal <br />