Laserfiche WebLink
L9 %G <br /> ul W= <br /> VO w , <br /> 4 - w <br /> a Tw <br /> �o <br /> W <br /> rz; <br /> 1 C <br /> S06 S09 SO6 <br /> i <br /> GABLE END V)TRUSS 'u '" <br /> (i fn <br /> a . <br /> ATTIC ACCESS ' <br /> PER ARCH'L410, <br /> 4 <br /> `4 0 <br /> a666 <br /> 11 <br /> S09 (:, <br /> $09 <br /> KJ <br /> W <br /> T W <br /> y (� <br /> ' PRE-MANUIF. ' <br /> ROOF Q <br /> TRUSSES <br /> 24"oc, <br /> TYP UNO Z <br /> ROOF FRAMING PLAN NOTES: ; <br /> 1. Roo(Sheathing shall be t6"thick(Panel Span Raring 24116),Fasten Sheathing he Framing with 0.131110 a 2 2"Nails as follows LU <br /> Framing,Edges 6"oc W <br /> Framing,Field 1Z'c —� <br /> Boundaries,Blocking,Struts 6"oc W <br /> At Unframed Panel Edges provide PSCA Framing Clips ce t.ad between each Fram ng Member See Drawings for other Q <br /> Sheathing Nailing requirements <br /> III At areas indketed as Blocked Diaphragm provide 2x Flat Blocking(per General Structural Notes)at all Unharmed Sheathing Panel <br /> Etlges,Fasten Sheathing to Framing and Boding with 0.131"0 x Z1$"Nails es follows: <br /> Framing,Etlges 4"oc <br /> Framing,Field 12'Z <br /> ,Lti+6 - 2 is Boundares.,to king,Struts 4"oc <br /> Ii Sea Drawings for other Sheathing Nailing requirements CD W <br /> 2. Roof Framing shah be as indicated on plan.Refer to General Structural Notes. z W <br /> 3. Trusses marked Strut shall be designed to accommodate his Indicated loads and connections. W <br /> 4. 0—fran-9 Members shall be 2.4 @ 24"oc posted down to main framing below w/2x4 @ 48"01,staggered,or as Indicated by the l.L <br /> Truss Manufacturer. O <br /> 5. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Note 1. <br /> 6. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. J U <br /> WALL FRAMING PLAN NOTES: _ U— Z <br /> (2)2x6 7. Exton.Walls shalt be Shear Wall type P1-6 wills 2x6 Studs @ 16"oc,u.o.n. a- <br /> -- — - GABLE E D TRUSS In tenor Walls shall be 2x4 Studs @ 16"oc.u.o.n. LL O <br /> (2)2x6 (2)2x6 _ Where adjacent Sheer Walls era n contact nail studs together per 31S06.See 1/S06 for spei al stud requirements at Shear Wall O <br /> GABLE END TRUSS <br /> 16 g <br /> types P7-3 P7-2 and P2-2 O <br /> 8. Ha soars shell be 4x6,u.o.n.See Data 13806. <br /> 8 i6 g 9. Built-up Stud Groups In Walls supporting Beams,Posts or Gunder Trusses above shall be(2)Studs,u.— Sae General Structural s� <br /> Notes for fastening requirements. <br /> SO6 S09 SOB <br /> 10. Sea 10/S06 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> X% DETAIL CALL-OUT <br /> 7 <br /> to <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/S05 ~ <br /> K <br /> W <br /> a <br /> BEARING OR SHEAR WALL BELOW --� <br /> Q ry <br /> IIE9 POST BELOW <br /> OVER FRAMING PER PLAN NOTE 4 o <br /> K <br /> HDR HEADER PER PLAN NOTE 8 <br /> 114'=T-O" 0 1 2 4 8 16 S 0 5A <br />