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W _ <br /> U= _ <br /> LL S <br /> a =1 <br /> (f] <br /> 1 <br /> 506— — SO6 <br /> j <br /> - <br /> (2)2xb - (2)2x6 - <br /> it W <br /> II j <br /> — �R W <br /> c:>'4 it II II fSs --- <br /> Al 1STER <br /> fifi `,_I . ........_. — .._ /Myam (— <br /> ILL <br /> W LLI <br /> J <br /> W <br /> CD <br /> -- - <br /> _ -- PRE-MANUF. <br /> r ROOF <br /> TRUSSES _ ��1 < <br /> _. .__. @24"oc, 0 <br /> TYP UNO <br /> it <br /> J <br /> III <br /> ROOF FRAMING PLAN NOTES: Q <br /> t. Roof S "Ihick(Panel Rating 24/1(il.Fasten Sheathing to Framing with 0.131"0 x Lk"Nails as foAaws: W > <br /> Sheathing shall <br /> Framing,Edges 6"oc J <br /> Framing Field 12"oc uJ <br /> __--_-- <br /> Boundaries Blocking,Salts 6"0c <br /> -. At Unframed Panel Edges provide PSCA F—Ing Clips centered between each Framing Member Sea Drawings for ogler m <br /> Sheathing Nailing requirements. <br /> At areas indicated as Blocked Diaphragm,provlda 2x Flat Blocking(par General Structural Notes)at all Unframed Sheagang Panel <br /> -=-- . Etlges.Fasten Sheathing to Framing and Blocking with 0.131"0 z 2Y"Nails as fat we'. <br /> Framing,Etlges 4'oc <br /> Framing.Field 12"oc <br /> -- 21 a Boundaries,Blocking,Struts 4"oc <br /> ngs g g requireme is r n w t P MASTER +6 See Drawi for other Sheathing Nailing v <br /> II I I 2 Roof Framing shall be as'nd Indicated on plan Refer to f t Structural Notes. w <br /> - W _ 3. Trusses marked Strut shall be designed to accomrn d th m d- ted loads and Can t W <br /> K14 I Y 4. Overtram ng Members shall be 2k4§24'oc Posted dawn Iu n a n ha ni ng below w/2,4 U 4d oc sWirgerad,or as ind-ol by the LL <br /> BIDS I O Truss Manufaqurer. O <br /> I O a <br /> O m F 5. Prowda solid Flat Blocking at all Valleys Fasten ShitatIsny k BI' ng in acrgrdance will Note I z <br /> II rn Q E-- <br /> "= 6. Provitle M2 6A CI P eacr s de ur TLOK6 Screw each ply at 2 ply or greater G'rtler Tnus e ids typ. � U <br /> 22�6 WALL LL <br /> FRAMING PLAN NOTES. _ Z <br /> (2)2x6 7. Exterior Walls shall be Shear Wall type Pt-6 with 2x6 Studs @ 16 oc -� - <br /> u.a n. <br /> --� -- Inter or Walls shall be 2x4 Studs @ 16"oc u.o,n � 0 <br /> t2i2x' nx6 Where adjacent Shear Walls are in contact hall studs together per 31SO6.See VS06 for special stud requ rema nis at Shear Wall O <br /> :.-..._...- -- types P1-3 P1-2,and P22. <br /> 8. Headers shall be 4x6 u.o.n See Detail 13yS06. O <br /> S08 'Ar' <br /> 8 \ 3 g. Built-up Stud Groups In Walls supporting Beam.,Posts or GiNer Trusses above shall be j2j Scads.u.o.n.See General Sguetuml arr� <br /> 06 Notes for fastening nerd irds. <br /> i <br /> 10. See 10/506 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> SX.X DETAIL CALL-OUT <br /> h <br /> r x SHEAR WALL BELOW PER SCHEDULE OF'I/S06 <br /> W <br /> BEARING OR SHEAR WALL BELOW ' <br /> POST BELOW <br /> OVER FRAMING PER PLAN NOTE 4 W <br /> Of <br /> HDR HEADER PEP,PLAN NOTE 8 <br /> 0 t 2 4 d 16 <br /> S05B(M) <br />