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0 <br /> 0 <br /> w <br /> F <br /> �a <br /> N M <br /> W T <br /> U %ZO <br /> U <br /> w� <br /> of c nS <br /> a ww <br /> mMm <br /> a, <br /> ,1 6 <br /> S09 <br /> (2)2x6 � ~ <br /> C.d <br /> w�E <br /> SD9 <br /> ib V a <br /> S08 PRE-MANUF. z <br /> u <br /> ROOF <br /> TRUSSES <br /> @ 24"oc <br /> TYP UNO <br /> 1. <br /> � II <br /> 5fififi ^� <br /> ATTIC ACCESS <br /> PER ARCH'Lof <br /> Z O <br /> w W <br /> F- <br /> 0 00 w <br /> z <br /> 6 J <br /> 0 <br /> _ O Z <br /> 1 ROOF FRAMING PLAN NOTES' Z > <br /> i. Roof Sheathing shag be/s"Ihick(Panel Span Rat ng 24/16j.Fasten Sheathing to Framing with 0.131"0 x' "Nail6 as follows: Z S09) Framing Edges 6'0c W <br /> Framing,Field 12'oc U I W <br /> - - :— -- Boundaries Blocking.Struts 6'oc <br /> INSET GIRDER TRUSS At Unframed Panel Edges,provide PSCA Framing Clips cantered between each Framing Member.See Drawings for other <br /> d (3 PLY MIN) —_— - =�6 Sheathing Nailing requlraments. <br /> AI areas indicated as Blocked Diaphragm Provide 2x Flat Blocking(per General Structural Notes)at all Unframetl Sheathing Panel <br /> Edge <br /> Fasten Sheathing to Framing and Blocking with 0.131"0 x 2X"Nails as follows <br /> Framing,Edges 4"oc <br /> a Fremin,Fieltl 12"oc <br /> Boundaries,Blacking Struts uirl2 oc <br /> 9 <br /> See Drawing for other Sheathing Nailing requirements, V f�S W <br /> 2. Roof Framing shall be as Indicated on plan Refer to General Sbuctural Notes. z w <br /> 11 11 3. Trusses marked Strut shall be desighe to accommodate the indicated loads and connections. w <br /> 509 S09 <br /> -'— -� 4. Oved'ram ng Members shall be 214 @ 24"oc posted down to main framing below w/2x4 @ 48"ac,staggered,or as indicated by the (L <br /> Truss Manufacturer. O <br /> _ _A_-: 5. Provide solid Flat Blocking at all Valleys Fasten Sheathing to Blocking in accordance with Note 1. z <br /> GABLE END TRUSS <br /> _— (2) I 6. Provide H2.SA Clip each side or TLOK6 Screw each ply t 2 ply or greater Girder Truss ends,yip. V- LL, J <br /> GABLE ENE, T ----- WALL FRAMING PLAN NOTES. <br /> 7. Extei or Walls shall be Shear Wag-type P1-6 with 216 Sl ds 6 4oc,u o n - Z <br /> Interior Walls shall be 2,4� Studs @ 16 oc,u.o n. U_ O SOC 1 509 <br /> 16 Where adjacent Shear Walls are in contact,nail studs together per 3/S06.See 1/SOS for special stud requset—ins at Shear Wall <br /> S09 SO6 types Pi-3,Pi-2,and P2-2. Q <br /> 8. Headers shall be 4x6,u.o.n.Sae Detail 131SO6. U <br /> 0 <br /> 9. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.Seat General Structural X <br /> Notes for fastening requirements. <br /> 10. See 10/S06}w Simpson to USP hardware conversion table. <br /> 7 <br /> LEGEND <br /> k <br /> SX DETAIL CALL-OUT to <br /> N <br /> 1-X SHEAR WALL BELOW PER SCHEDULE OF 1/806 C <br /> W <br /> W <br /> a <br /> BEARING OR SHEAR WALL BELOW <br /> C <br /> ®® POST BELOW 0 <br /> OVER FRAMING PER PLAN NOTE 4 w o <br /> K <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 6 16 <br /> S05A(M) <br />