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C' <br /> N o, <br /> LU <br /> v <br /> wz <br /> U� wv <br /> wy <br /> U <br /> (L ww <br /> zz <br /> mco <br /> N <br /> 6 m <br /> SO6 S09 SO6 <br /> GABLE END TRUSS <br /> --- (2)2x6 -- (2)-b <br /> e <br /> 7 <br /> Akk lift <br /> $ <br /> 1 \ U <br /> _ z <br /> ry.y+6 I 22x <br /> 6 <br /> ATTIC ACCESS .ram <br /> PER ARCH'L ,�9r..a5M4pc/• _ <br /> I� <br /> `4 <br /> a <br /> 11 11 <br /> S09 I S09 � <br /> ..—___ ...... _...._.. W Ur <br /> T W <br /> �L < <br /> PRE-MANUF. � <br /> ROOF <br /> TRUSSES , <br /> loll24"ac, — -- <br /> TYP UNO <br /> O <br /> ROOF FRAMING PLAN NOTES: W <br /> 1. Roof Sheathing shall be V,"thick(Panel Span Rating 24116).Fasten Sheathing to Framing with 0.131'0 x 2V"Nails as follows: <br /> Framing,Edges 6"oc W <br /> Framin Field 12"oc —j <br /> g'- Boundanes,Blocking,SirWs 6"a <br /> At Untamed Panel Edges provide PSCA Framing Clips centered between each Framing Member.See Drawings for other WQ <br /> Sheathing Nailing requirements. <br /> At areas indicated as Blocked Diaphragm,provide 2x Flat Blvcking(per General Structural Notes)at all Unframed Sheathing Panel <br /> Edges,Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y"Nails as follows: <br /> Framing,Edges 4"oc <br /> Framing,Field 12"oc <br /> Boundr iSt 4"oc he See Dwn thee Sri ingequira 'v 2. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. W <br /> 3. busses marked Strut shall be designed to accommodate the mdicated loads and connections. W <br /> 4. Ovedraming Members shall be 2,4 Q 24"oc posted down to main framing below w/2x4 Q 48"oc,staggered or as indicated by the ILTruss Manulapurer. O <br /> S. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking m accordance,with Note 1. Q z <br /> 6. Provide HA 2. Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. J I V <br /> 2�x WALL FRAMING PLAN NOTES: <br /> (2)2x6 B 7. Exterior Walls shall Ue Shear Wall type P1-6with 2x6 Studs Q 16-pc,u.o.n. O <br /> -- GABLE END TRUSS Interior Walls shall be 2x4 Studs Q 16"oc.u.o.n. _ <br /> P _. (2)2x6 (2)2x6 Where adjacent Shear Waits are m contact,nail studs m lher O <br /> j ge per 3/506.See 1506 for spacial stud requirements al Shear Wall <br /> — "— types P1-3 P1-2 and P2 2 U <br /> O-GABLE END TRUSS Q <br /> S09 SOB 8. Headers shall be 46 u.o.n.See Detail 13IS06. ,^r' <br /> 8 16 8 0. Built-up Stud Groups n Walls supporting Beams.Posts or Girder Trusses above shall be(2)Studs.u.o.h.See General Structural a� <br /> SOB S09 SO6 Notes for fastening requirements. <br /> 10. See 10/806 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> k <br /> XX DETAIL CALL-OUT 00 <br /> X m <br /> y <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/S06 ~ <br /> a <br /> ®" BEARING OR SHEAR WALL BELOW - -- <br /> ~ N <br /> POST BELOW <br /> OVER FRAMING PER PLAN NOTE I W o <br /> K <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 16 S 0 5A <br />