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_G <br /> w <br /> F� <br /> W z <br /> l9 >O <br /> O e =I <br /> o U <br /> �N �2 <br /> w w= <br /> CO w 3 <br /> U �-j <br /> i� <br /> Mm <br /> li 8 <br /> -- P- -- <br /> -------- r z e <br /> ABLE END a <br /> 2)2x6 <br /> w i <br /> i zs <br /> i <br /> 01 asirro <br /> r <br /> 11 <br /> sag <br /> � p <br /> 11 <br /> I=Fk 4YlCH \ NLF. m' <br /> RGuF a <br /> � t 21 �1 LL <br /> h124 <br /> - ---_ - -. - � roc. M <br /> TYP UN,', w LLJ <br /> 1L J <br /> L (ND <br /> z Z <br /> - - Q O <br /> ---- - - -- ---- - ROOF FRAMING PLAN NOTES: �r <br /> 1. Roof Sheathing shall be Ye'thick(Panel Span Rating 24/16).Fasten Sheathing to Framing with 0.131"0 x :'Nails as follows: Z w <br /> I. Framing,Edges 6"oc J <br /> - - - -- - Framing,Field 12"oc w W <br /> l l END I - Boundaries Blocking,Salts ER <br /> --- - -" At Unframed Panel Edges provide PSCA Fram ng Clips centered between each Framing Member.See Drawings for other <br /> Sheathing Nailing requirements. <br /> � rjj[o <br /> At areas rdicated as Blocked Diaphragm.pr1vid12:rlat Blocking(per General Structural Notes)at all Unframed Sheathing Panel <br /> _ Edges.Fasten Sheathing to Framing an x:Ih 0.131 0 x 21i'Nails as(.]lows <br /> - m n 0 Blocking <br /> a — - -- - - Framing Edges 4 c- <br /> Framing,Fleld 12'c• ('•- <br /> bouin anes Blackleg Struts 401 (•'•- <br /> See Drawings for other SheaLnng Nailing requaememi. <br /> 2. Roof Framing shall be as indicated on plan.Refer to General Structural Notes Z w <br /> 3. Trusses marked Strut shall be designed to accommc'ate the'nd caved loads and connections. LL <br /> 18 4. Overframing Members shall be 2x4 Q.24"oc pasted'own to main framing below w/2,4 @ 48"oc,staggered,or as Indicated by the LL <br /> S09 -- --- -- -- Truss Manufacturer. O <br /> 5. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking m accordance will,Note 1. Q z <br /> _(212 6 �GABLE END TPLJ-.. - 6 Provide H2.5A CI each side or TLOK6 Screw each ply t 2-ply L(iy� <br /> p ee y a y or greater Girder Truss ends,lyp. � V <br /> _ WALL FRAMING PLAN NOTES: Z <br /> - - - 7. Exterior Walls shall be Shear Wall type Pl fi with 2x6 Studs @ 16 oc <br /> —L i�� .I L _ 18 Interior Walls shall be 2x4 Studs @ 16 oc u o n. O <br /> together per 3/S06.See 1/S06 for special stud requirements at Shear Wall O <br /> MONO 8 i ry s P73,adjacent <br /> hear Walls we in contact,na stud. (� <br /> TRUSSES 506 i. �J; O �r� <br /> Q 24"Oc 8. Head..shall be 4x6,u.o.n.Sea Detail 13/SX. � 0 <br /> 9. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses ab.ve shall be(2)Studs,u.o.n.See General Structural LL <br /> Notes for fastening requirements. <br /> 10. See 101S06 for Simpson t.LISP hardware conversion table. <br /> LEGEND <br /> XX DETAIL CALL-OUT <br /> SX.X <br /> N <br /> P1-X SHEAR WALL BELOW PER SCHEDULE OF VS06 <br /> a <br /> r , BEARING OR SHEAR WALL BELOW <br /> ~ N <br /> POST BELOW <br /> OVER FRAMING PER PLAN NOTEcc <br /> 4 o <br /> HOR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 16 305B(M) <br />