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0 <br /> V_ <br /> W <br /> l9 SG <br /> ILI > <br /> w <br /> U � ; <br /> a J <br /> x u, <br /> F Z <br /> m <br /> 6 <br /> (2)2x6 <br /> S09 <br /> f <br /> PRE-MANUF. - <br /> I <br /> 'I , TRUSSEb <br /> l 1, @ 24"ac T. <br /> l TYP UN; t <br /> r�lr' <br /> m <br /> I <br /> o ti z <br /> z z a <br /> wdo� w <br /> t- <br /> 00 w <br /> I � <br /> LL <br /> z <br /> odo8 <br /> J <br /> Q <br /> CD <br /> i <br /> I I I <br /> - I ROOF FRAMING PLAN NOTES: <br /> z Q <br /> 1 i. Roof Sheathing sh II b/ tl ck IP-el Span Rau tg?J/161,Fasten Bheathlny to Fram ng win,�i.31 O x 2l;Nails as follows / <br /> 1 + I� _ <br /> z LLI <br /> Framing Edges 6'oc J <br /> Fram y Feltl 12'oc LidLIU <br /> 4 ... V I' — Bounda ten BI ckiny.Shuts 6 oc - <br /> INSET GIRDER TRUSS HI Unfra nod Par al Dollprov ae PSCA Framing Lllps.entered belwa9l each Framing MemUar Sae Urawmys for.mar _ <br /> W---'- --- -- - 13 PLY IN -"`o- Sheathing Nailirg requirements. <br /> sid. �e'Y At areas'ndtcated as 81.cked Diaphragm prov Ue 2x Flat Blocking(per General Sul aural Notes)at all Ur framed Steaming Pan. - <br /> Edges Fasten Sheathing t.Framing and Blocking with 0.131 0 x 2Y,Nails as full...: <br /> __. <br /> a Framing Edges 4 oc <br /> Framing Field 12 c <br /> Boundarie,Blocking Strut 4"cc <br /> See Drawings for III Sheathing Nailing requirements. f('� W <br /> 2. Ro.f F timing shall be as'ntl cured on plan Refer t G.—a'I SWotural Notes. v LLB <br /> 3. 1 h sses marked Shr t shall be designed to accommodate th' ❑sated loads and—hacl ons. w <br /> 509/ S09 L Overframin Members shall be 2 4-24 oc posted dawn to main loathing below w12x4 N 4b oc or ae ndicated by the LL <br /> 9 Ct P �, sta99ered <br /> -- - - T s Manufacturer Q <br /> 5. Ph—de solid Flat Block ny at all Valleys Faste 1 Sheeth ng 1.Blocking In accedence with Note 1. Q z <br /> -- L—L- - -� WALL`FRAMING PLAN NOTESOKfi Screw earl Ply 2 y«greatercrder Trussalas ryP 1i J U <br /> CABLE END TRUST W <br /> J— ]. E. or Walls shall be Shear Wa8 t pe P1-6 wth 2x6 Studs i6"oc u o Z <br /> GABLE END TftUSS - -- --- <br /> n. <br /> I <br /> 16 Inter or Walls shall be 2x4 Studs rd 16 oc u.o n <br /> 509 1, O _ <br /> Where aUlacen[Shear Walls are in cantos),nail sNUs together per 31SO6.Be.1/506 for spectel stutl requir'ments at Shear Wall <br /> 16 d types P1-3,P1-2.and P2.2. O U <br /> r Q <br /> �-- 8. Headers shall be 4.6.u...n.Be.Dealt'131506. <br /> 9. 13u11t-uP Stud Groups in Walls supporting Beams.Posts or Girder Trusses above shall be(2)Studs,u...n.Sw General Shucwml ' <br /> Nolen for fastening regLilenl..Ia <br /> 10, See 101S06 far Slmpeon to USE hardware r..nversion(able. <br /> LEGEND <br /> a <br /> SX.X DETAIL CALL-OUT m <br /> h <br /> F-X SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 <br /> BEARING OR SHEAR WALL BELOW <br /> u o <br /> Q N <br /> POST BELOW � <br /> 0 <br /> OVER FRAIJIING PER PLAN NOTE 4 ID <br /> HDR HEADER PER PLAN NOTE 8 <br /> G 1 2 J p 16 <br /> S05A(M) <br />