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8 <br /> s3 <br /> m <br /> Lul ..Zs <br /> o F =0 <br /> �•n a uu z <br /> wYO <br /> LL3: : w3 <br /> U <br /> a __ <br /> rr <br /> m0 <br /> m <br /> 1509 SO6 �S06- <br /> GABLE rH R+� <br /> -- -- T2)2 <br /> -_ ---- <br /> z <br /> w <br /> �aF AS�H . <br /> f <br /> S09 <br /> fififi �� <br /> „ -- �S➢(mil.�S�' <br /> S09 ATTIC ACCESS_- - <br /> -- PER ARCH'L - tO <br /> rRE r�ANUF <br /> ROOF <br /> TRUSSES <br /> /�M\ <br /> - _--- - @ za"- W LIL <br /> W TYP UNO <br /> U J <br /> LU <br /> x <br /> ry �I.i 506 <br /> O Z <br /> ROOF FRAMING PLAN NOTES: Z > <br /> 1. Roof Sheathing shall be/s thick(Panel Span Rating 24/16).Fasten Sheathing to Framing with 0.131"0 x 2✓'Nails as follows: w <br /> Framing,Edge W s 6"oc J <br /> Framing,Field 12"oc LJ,J <br /> GABLE END TRUSS Boundaries,Blocking,Struts 6'oc <br /> ed- ---- ------ — -'- _ At UnframPanel Edges,proVlda PSCA Fram ng Glips centeretl between each Fram ng Member.See Dawings for other __j m <br /> Sheathing Nailing requirements. <br /> 7t <br /> At areas indicated as Blocked Diaphragm.provide 2x Flat Blocking(per General Structural Notes)at ail Unframed Sheathing Panel <br /> - - Edges Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y2'Nails as follows: <br /> i Framing..Edges 4"oc <br /> Framing,Field 12'.oc <br /> Boundaries,Blocking,Struts 4"oc <br /> Sea Drawings for other Sheathing Nailing requirements. CD X <br /> 2. Roof Framing shall be a,indicated on plan.Refer to General Structural Notes. Z w <br /> 3. Trusses marked Strut shall be designed to accommodate the indicated bads and mnneclions. LLJ <br /> 18 4, Ovedrammg Members shall be 2x4 Q 24 oc posted down to man framing below w12x4 Q 48'oc,staggered or as'nd'cated by the ILL. <br /> Truss Manufacturer. O <br /> 5 Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accord.d.with Note t. Q z <br /> (2)2x6� GABLE ENO TRUSS _ s Prov de H2 6A Clip each side or TLOK5 S—each ply M 2-ply or greater Grrdih Truss ends,trip. J U <br /> WALL FRAMING PLAN NOTES: <br /> 7. Extefor Walls shall be Shear Wall type P1-6 with 2xe Studs @ 16"oc,u.o.n. Z <br /> Interior Walls shall be 2x4 Studs Q 16'uc u.o n. U 0_ <br /> 1_4 _.___—_- _t• O <br /> alb� S09 Where adjacent Shear Wells are in contact,nail studs together per 3/S06.See 1/S06 for special stud requirements at Shear Wall <br /> MONO 8 1{ types P1-3,P1-2,and P2-2. U <br /> TRUSSES 09- O <br /> 24"oc 8. Headers shall be 4x6, .e.n.See Detail 13/S06. <br /> 9. Built-up Stud Groups in Walls supporting Beams.Posts or Glider Trusses above shell be(2)Studs,u.d.n.See General Structural <br /> Notes for fastening requirements. <br /> 7 <br /> 10, See 10/806 for Simpson to USP hardware conVerslon table. <br /> LEGEND <br /> G <br /> SX X DETAIL CALL O.T m <br /> W <br /> Pl-X1 SHEAR WALL BELOW PER SCHEDULE OF VS06 <br /> W <br /> BEARING OR SHEAR WALL BELOW <br /> ou <br /> PO6T BELOW � <br /> OVER FRAMING PER PLAN NOTE i o <br /> HDR HEADER PER PLAN NOTE <br /> 0 1 2 4 8 18 <br /> S05B(M) <br />