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w - <br /> n - <br /> y> <br /> a J; <br /> a F <br /> 0 <br /> m� <br /> _ <br /> SETBACK _.8_ SETBACK <br /> 606 <br /> VS <br /> (2)2x6 <br /> l i <br /> I T <br /> 11\ PRE-MANUF. <br /> 509� ROOF <br /> TIP C - ----_ _ TRUSSES <br /> EAVES \ C 24'oc. <br /> J <br /> 'V ATTUNG <br /> IC ACi <br /> PER AF, <br /> ILL <br /> W LLI <br /> L-Lj <br /> Z > <br /> -'-` - ROOF FRAMING PLAN NOTES <br /> 1. Roof Sheathing shall be/e"thick(Panel Sp Rating 2 ) asten Sheathing Fran g with G.131"0 x Na Is as follows: z W <br /> eat (P 4116.F h' to <br /> 1 I = -- I li yT _ --= Framing,Edges MR.: <br /> J <br /> 12'oc w W <br /> Boundaries Blocking Struts 6'oc - <br /> \ INSET GIRDER TRUSS At Unframed Panel p P n provide ScSCA Framing Clips centered between each Frag Member.Sea Or ya Ioi the, <br /> Sheathing Nailing requiqu replants <br /> ,3 PLY MIN) <br /> At area—d cated as Blockatl D ephragnr provide 2x Fla(Bi.ck ig(per Uenaral Structural Notes)al all J,11—d Sheath tg Pane, --- <br /> 1 d _ III'MASTER \ Etlges Fasten ShealM1 ng to Frain ng and Blocking w,in 0.131 0 x 2Y Nails as follows. <br /> Framing,Edges1 4'0c <br /> a 0 Fram ng,FIeW 12 oc � <br /> al <br /> I Boundarles,BloCking.Shuts 4 oc F- <br /> ._-_ S9 N <br /> + I <br /> See Draw ngs for other She m Sheathing Nailing requ reenls. IN <br /> 2. Roof Framing shall be ad catad on plan Refer to General Structural Notes 1W <br /> Od <br /> s n Lu <br /> Tr—as marked SWt shag be designed to accommodate the-ntl cared loads and connections. W <br /> HIPM_AS-1 \ 2 a I W <br /> j. 1 �`I C7 vl 4. Ovedrain ng Members shall be 2,4 @ 24 oc posted dow I her,1g below w/2x4 Q 48 oc etaggered or as td rated by the ILL <br /> - I .•,y��' Truss Manufapurer. Q <br /> y / <br /> 99 \\ i 6 Pro' <br /> tle sold flat Blocking at all Valleys,Fasten Sheath ly to Black ty r accordance with Note 1. 'Ar' <br /> Pro v tle H2.5A CIto each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,lyp. of <br /> n 2 \ <br /> -- LL -j <br /> WALL FRAMING PLAN NOTES ^ Z <br /> 7. Exterior Walls shall he Shear ds type e,o.w m 2z6 Slutls 18116'oc,u.o.n. L.L <br /> interior wane dean be 2x4 swda Q 1s op,I,.p.n. u— 0 <br /> Where adjacent Shear Walls are-n contact,nail studs toge[her par 3/SO6.See 1/SOB for special stud requiremems el Shear Wall O <br /> B types P 1 3 P1 2 and P2-2 <br /> SO6 O <br /> S. Heatlers shall be 4xB—.n.See Derail 13/SOB. (n <br /> 9. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be 1')Studs,u.o.n.See Ganerat SWctural <br /> Notes for fastening requirements. <br /> 7 <br /> 10. See 1ulS06 for Simpson to USP nartlware wnversicn table. <br /> LEGEND <br /> DETAIL CALL-OUT m <br /> N <br /> F <br /> CP1-� SHEAR WALL BELOW PER SCHEDULE OF'I/SOB � <br /> W <br /> BEARING OR SHEAR WALL BELOW L.I <br /> POST BELOW ? <br /> OVER FRAfNING PER PLAN NOTE 4 W a ' <br /> HER HEADER PER PLAN NOTE 8 <br /> 1/4"=1'-0" <br /> O 1 2 a a 18 <br /> S05D(M) <br /> ,ors �t <br />