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G <br /> G <br /> H� <br /> O <br /> �p) <br /> W <br /> p 8 =r <br /> E u <br /> U£ S a <br /> UO o W= <br /> w <br /> U <br /> L ww <br /> zz <br /> o� <br /> mm <br /> B B 16 <br /> SO6 SOfi S09 <br /> P <br /> GABLE END TRUSS z <br /> 4xe (2)2x6 <br /> w a <br /> r�fTasry,N� <br /> SOB <br /> ' 11 �kf311,lSL' <br /> ATTIC ACCESS S09 <br /> PRE-MANUF, PER ARCH'L <br /> ROOF <br /> TRUSSESF'- <br /> /1 <br /> 24"oc, 0 <br /> TYP UNO ff ,, <br /> 7 W <br /> L () <br /> z Z <br /> i � O <br /> i <br /> ROOF FRAMING PLAN NOTES: Z Q <br /> 1. Roof Sheathing shall be/s"thick(Panel Span Rating 24/16).Fasten Sheathing to Framing with 0,131"O x 2Y"Nails as follows: G > <br /> framing,Edges 6"a W <br /> I <br /> Framing,'iI 12"a Uj J <br /> GABLE END TRUSS Boundaries,Blocking,Struts 6"oc W <br /> At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other m <br /> - ro Sheathing Nailing requirements. - <br /> .1+ <br /> +E "x At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Paul -- <br /> / Edges.Fasten Sheathing to F—mg and Blocking with 0.131"0 x Zk"Nate as fokawa: <br /> a Framing,Edges 4"oc <br /> Framing,Field 12"oc � <br /> Boundaries,Blocking,Shuts 4"oc <br /> See Drawings for other Sheathing Nailing requirements, t n W <br /> 2. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. vz w <br /> 3. Trusses marked Strut shall W designed to accommodate the indicated loads and canneclions. > <br /> 18 4. Overframing Members shall be 2x4 Q 24"oe posted down to main framing below w/2x4 Q 48"oc,staggered,or as indicated by the LL <br /> S09 Truss Manufacturer. <br /> (2)2x6 5. Provide solid Flat Blocking an all Valleys.Fasten Sheathing to Blocking m accordance with Note 1. >_ <br /> ---- GABLE END TRUSS <br /> (2)2x6 6. Provide H2.5A Clip each side or TLOKB Screw each I t— ply a 2-ply or greater Girder Truss ends,ryp. LL <br /> 4 —TH WALL FRAMING PLAN NOTES: ^ Z <br /> 7. Extend Walls shall be Shear Wall type PI.6 with 2x6 Studs @ 16"oc,uo.n. Ll <br /> 16 6 1 Interior Walls shall be 2x4 Studs Q 16"co u.o.o. `,L O <br /> 509 SOB Where <br /> adlacent Shear Walls are in contact,nail studs together per 3/S W.See 1/SD6 for special stud requirements at Shear Wall O <br /> 11 8 MONO types P1.3.P1-2,and P2-2. O U <br /> S09 S06 TRUSSES <br /> 24"oc 8. Headers shall be 4x6,u.o.n.See Detail 13/S06. <br /> 9. BuiWup Stud Groups In Walls supporting Beams,Posts or Gilder Trusses above shall be(2)Studs,u.o.n.Sea General Structural <br /> Notes for fastening requirements. <br /> 7 <br /> 10. See 101SO6 to,Simpson to USP hardware conversion table. <br /> LEGEND <br /> a <br /> DE-1 CAUL OUT M <br /> SX.X m <br /> F-P-1-_X I ~ <br /> SHEAR WALL BELOW PER SCHEDULE OF 1IS06 � <br /> W <br /> _ a <br /> BEARING OR SHEAR WALL BELOW <br /> Q ry <br /> POST BELOW <br /> OVER FRAMING PER PLAN NOTE I, W ci <br /> K <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 16 S 0 5 B <br />