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0 <br /> s <br /> W z <br /> L9 E =0 <br /> an K <br /> Uo tY X, <br /> L,= s W c <br /> U y <br /> a =T <br /> C <br /> L 16` 8 G s' <br /> (g� SOfi �SC6 r <br /> GABLE END TRUSS '� a <br /> � r <br /> t� A3NN.. <br /> f <br /> i <br /> S09 saes 11� <br /> 11 eF <br /> S09 ATTIC ACCESS <br /> PER ARCH'I. :- - <br /> PRE-MANUf. <br /> • ROOF <br /> TRUSSES LL <br /> TYP UNO LLI <br /> _— LLJ <br /> 7 <br /> z Q <br /> Q <br /> ---- -- ----- ROOF FRAMING PLAN NOTES: <br /> 1. Roof Sheathing shall be'&'thick(Panel Span Rating 24116).Fasten Sheathing to Framing with 0.131"0 x "Nails as follows'. z LLI <br /> - Framing,Edges 6"oc J <br /> ---- - - Framing,Field 12"oc LLJ <br /> _ GABLE END TRUSS Boundaries,Blocking,Salts 6"oc <br /> At Unframed Panel Etlges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other m <br /> Sheathing Naiingrequirements. <br /> }s A At areas indicated as Blocked Diaphragm provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Papal <br /> Edges Fasten Sheathing to Frarb ng and Blocking with 0.131"0 x 2Yx Nails as follows: <br /> a Framing Edges 4"oc <br /> Framing Field 12"oc <br /> Boundaries Blocking,511d.I 4'oc <br /> -- <br /> See Drawings for oilier Sheathing Nailing requirements X <br /> 2. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. vz W <br /> 3. Trusses marked Strut shall be designed to accommodate the Indicated bads and connections. W <br /> r_ <br /> 18 4. Overfreming Members shall be 2x4 @ 24"oc posted down to main framing below w/2x4 @ 48"oc,staggered.or as Indicted by the LL <br /> Truss Manufacturer. o <br /> (2)2x6 5. Provide solid Flat Blocking at all Valleys Fasten Sheatri to Blocking in accondance with Note 1. z <br /> -- <br /> T ' GABLE END TRUSS ProvWe H2 5A Clip each to,or TLOK6 Screw each ply all-ply or greater Girder Truss ends lyp. U <br /> 22x6 11 <br /> _� <br /> WALL FRAMING PLAN NOTES: <br /> --_- T. Extei or Walls shall be Shear Wall"P1-6 with 2x6 St 16"uds @ oc,u.o.n. Z <br /> ---- �J �� Inter or Walls shall be 2x4 Studs @ 16'ac,u.o.n. U— o <br /> Where atllaant Shear Walls are In contact,nail studs together per 3/506.See 1/SO6 for special stud requirements at Sneer Wall OV <br /> MONO B 11 types P7-3.P1-2,and P2-2. <br /> TRUSSES S06 (—SO-9 <br /> O 0 <br /> @ 24"oc 8. Headers shall be 4x6,u.o.n.See Detail 13/S06. (n <br /> 9. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.Sea General Structural X <br /> Notes for fastening requirements. D <br /> 7 <br /> 10. See 10/SO6 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> X DETAIL CALL-OUT m <br /> on <br /> F1-X SHEAR WALL BELOW PER SCHEDULE OF 1/S06 t <br /> [Y <br /> W <br /> a <br /> BEARING OR SHEAR WALL BELOW <br /> Q £ <br /> POST BELOW 0 <br /> 0 <br /> OVER FRAMING PER PLAN NOTE 4 <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 16 <br /> S05B(M) <br />