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W <br /> 0 <br /> o - <br /> u <br /> a <br /> a �T <br /> sos gpg Sos <br /> = w <br /> (2)24--- (2)2x6 <br /> u u ooc w��3 <br /> z <br /> u 4 I II m� <br /> III wk <br /> HIP MASTER ATTIC ACCESS <br /> PER Aiof ASH, <br /> t' <br /> S09 509 <br /> W 0 <br /> W <br /> T W <br /> . PRE-MANUF. -- <br /> ROOF <br /> _ TRUSSES Q <br /> Q 24"oc, <br /> TYP UNO z <br /> O <br /> ROOF FRAMING PLAN NOTES: _ 1 ' ' <br /> 1. he thin > <br /> Roof Sag shall be/s"kitlt(Penal Span Rating 24/16) Fasten m Sheathing to Ffamg with O.1311O xx 2v`Nails aslows'fol LJJ <br /> Framing,Edges 6"oc LL <br /> ra Fming,Field 12"oc = J <br /> Bountlaries,Blocking,Struts 6"oc W <br /> At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Orew,ogs for other m <br /> Sheathing Nailing requirements. - <br /> At areas mdicataA as Blocked Diaphragm.provide 2x Flat Blockmg(per General Structural Notes)at all Unnamed Sheathing Panel _ <br /> Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y"Nals as follows. <br /> Framing,Edges 4"oc <br /> a _ Framing,Field 12"oc <br /> .y2� 22T Boundaries.Blocking,Salts 4"oc <br /> GIRDER HIP MASTER 6` a See Draw ng5 far other Sheathing Nailing q /^ <br /> ' ' I 2. Root Framing shall be as ntliuted o pl Rete I General Stru rural Notes. v�J W <br /> II pL <br /> I - 3. Trusses masked Strut shall be des goad to accom Totlate ure ndicated loads and connections. w <br /> w <br /> U ) S09 I I 4. Overfram,ng Members shall be 2x4 @ 24"oc posted down to main framing below./2x4 i&_48"oc.staggered..of as indicated by the LL <br /> (7 Truss Manufacturer. O <br /> pO 5. Provide solid Flat Block <br /> I gal all Valleys.Fasten Sheathing to Blocking in accordance with Nole'I <br /> 6. Provide H2.6A Clip each sitle or TLOK6 Screw each ply at 2-ply of greater Glider Truss ends,lyp. U <br /> 2)2x6 22+6 WALL FRAMING PLAN NOTES. _ <br /> ( 2. Extenor Walk shall be Shear Wall type P1-6 w Ih 2x6 SI d [rj�ie'uc u.o.n. Z <br /> Interior Walls Shall be 2x4 Studs @ 16 oc u o n. Q <br /> P" (2)2x6 (2)2x6 F— <br /> _..—_.._.. Pid3,P1-2 and P2-2s are in contact,nail studs ro J1er O — <br /> types I gee per 3/506.See 1/S06 for special Stud recto rements al Shear Wall U <br /> GABLE END TRUSS O <br /> 8. Headers shall be 4x6,u.o.n.See Detail l3/SOB. C <br /> 6 $ 6. Built-up Stud Groups in Wells supporting Beams,Posts or Girder Trusses above shall be 12)Studs. an.See Ganaral Structural <br /> BO6 16 306 Notes for fastening requirements. <br /> 509 <br /> 10. See 1CUS06 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> a <br /> SX.X DETAILCALL-OUT m <br /> m <br /> SHEAR WALL BELOW PER SCHEDULE OF VS06 ~ <br /> a <br /> ( BEARING OR SHEAR WALL BELOW -- ---�—� <br /> UP <br /> ( POST BELOW <br /> co <br /> L—_ OVER FRAMING PER PLAN NOTE 4 LU <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 B 16 S 0 5 B- <br />