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O <br /> G <br /> W <br /> rp <br /> �o <br /> W d, <br /> 0' d =C' <br /> �u1 <br /> ¢_ <br /> UO c w n <br /> wy <br /> L wW <br /> z� <br /> mO <br /> m <br /> m <br /> 6 16 8 <br /> SO6 S09 506 <br /> P <br /> V d <br /> GABLE END TRUSS n� v <br /> A <br /> (2)2x6 (2)2x6 <br /> z-a <br /> w <br /> rO ATTICACCESS <br /> °- PER ARCH'L ! ,.4 oF.-sMr4 _ <br /> w r <br /> as <br /> Sgg S09 � <br /> W 0 <br /> LL E <br /> T W <br /> 0 <br /> PR F. <br /> ROOF <br /> ROOF <br /> _ TRUSSES <br /> 24"oc, --_-_ <br /> TYP UNO n z <br /> 0 o <br /> ROOF FRAMING PLAN NOTES: > <br /> 1. Roof Sheathing Shall be/1e"Mick(Panel Span Rating 24116).Fasten Sheathing to Framing with 0.131"0 z 2Y2"Nails as follows'. <br /> Uj <br /> Framing,Edges _ 6"oc T J <br /> Framing,"ad 12"oc = LbIJ <br /> Blockin,SWts 6"oc <br /> At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for chief Q <br /> Sheathing Nailing requirements. <br /> I <br /> At areas indicatetl as Blocked Dia hra p gm,provide 2,Flat Blacking(per General Structural Notes)at all Unframed Sheathing Panel ---{ <br /> Edges.Fasten Sheathing to Framing and BlNhing with 0.131"0 z 2,4"Neils as follows: <br /> Framing,Edges I4"oc <br /> Framing,Field 12"a � <br /> 1ti*6 —22t m Bounpanes,Blocking,Struts 1 4"oc )- <br /> 6' 2 Sea Drawings for other Sheathing Nailing requirementa. r n LU <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 loads and connections. LL <br /> 4. Ovedraming Members shall be 2z4 Q 20"oc posted down to main framing below w/2z4 @ 48"oc,staggered,or as indicated by the O <br /> Truss Manufacturer. <br /> 5. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Slockmg m accordance with Note 1. < Q 6. Provide H2.5A Clip each title or TLOK6 Screw each ply at 2-ply or greater Girder Truas ands',typ. < V <br /> 12 WALL FRAMING PLAN NOTES: <br /> LL+s <br /> (2)2x6 GABLE Elk D TRUSS 7. EMenor Walls shall be Shear Wall type PI-6 with 7x6 StutlS La116"oc,u.o.n. � Z <br /> Interior Walls shah L be 2z4 Studs Q 16 oc u.o.n. O <br /> I -- <br /> (2)2x6 (2)2x6 Where adjacent Shear Waits are'n contact nail studs together per 31SO6.See 1/S06 for special stud raqu rements at Shear Wall OU <br /> _:...._ types P13 P1-2 and P2-2 <br /> GABLE END TRUSS , <br /> 509 SOB p11 G 8 Headers shall be 4x6 u o n See Detail131SOB. O j <br /> B 16 B —� 9. Built-up Stud Groups in Walls supporting Beams.Posts 0r G rder Trusses above shall be(2)Studs.u.o.n.See General Structural <br /> S06 S09 S06 Notes for fastening requirements. <br /> j <br /> 10. See 101506 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> k <br /> XX DETAIL CALL-OUT <br /> SX.X m <br /> m <br /> SHEAR WALL BELOW PER SCHEDULE OF 11506 ~ <br /> I W <br /> a <br /> BEARING OR SHEAR WALL BELOW <br /> POST BELOW <br /> OVER FRAMING PER PLAN NOTE 4 W o <br /> K <br /> HOR HEADER PER PLAN NOTE 8 <br /> 1 2 4 8 16 S 0 5A <br />