Laserfiche WebLink
0 <br /> 0 <br /> LU p <br /> 0 u <br /> Jr. i-z <br /> 02 L w <br /> a ww <br /> x <br /> 0r <br /> o,� <br /> �m <br /> s <br /> 6 i6_l 6 <br /> SO6 509 J S06 <br /> �H'l1. JDTRUSS <br /> —� _ <br /> (2)2x6 <br /> ATTIC ACC-- `Q <br /> PER ARCH L <br /> AS ASH4! <br /> in <br /> �4iU`141.T <br /> 569) <br /> SOB <br /> LL <br /> w W <br /> Lim <br /> 1L J <br /> Uj <br /> - PRE-MANUF. H <br /> ROOF <br /> TRUSSES Q 24"oc._ <br /> R TYP LINO z <br /> O Z <br /> ROOF FRAMING PLAN NOTES: ' ' 1 > <br /> 1. Roof Sheathing shall be/r;'thick(Panel Span Rating 24116).Fasten Sheathing to Fuming with 0.131"0 x "Nails as follows'. a ■ ■ W <br /> Framing,Edges 6"a J <br /> Framing,Field 12"oc Uj <br /> Boundaries Blocking,Struts 6"oc <br /> At Unframed Panel Edges provide PSCA Framing Clips centered between each Framing Member.See Drawings for other <br /> — ShesWng Nailing requirements. <br /> Al areas indicated as Blocketl Diaphragm,provide 2x Flat Blocking(per General Structural tholes)at all Untrained Sheathing Panel <br /> Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2'2"Nails as follows: <br /> Framing,Edges 4"oc <br /> Framing,Field 12"oc <br /> �y1V— "" - -- - ??+ o. Boundaries,Blocking,Struts 4"oc <br /> ti B See Drawings for other Sheathing Nailing requlredm rrfl !nLLJ <br /> 2. Roof Framing shall be as Indicated on plan.Refer to General Structural Notes. Z w <br /> 3. Trusses marked Strut shall be designed to accommodate the mdicaled loads and connections. W <br /> - 4. Overframing Members shall be 2x4 Q 24"oc posted down to main framing below w/2x4 Q 48"oc,staggered or as indicated by me LL <br /> Truss Manufacturer. O <br /> _.. 5. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blacking in accordance with Note 1. <br /> 6. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Gamer Truss ends,typ. V i <br /> LL <br /> WALL FRAMING PLAN NOTES' J_ND TRUSS y (2)2x6 7, Eidenar Walls shall b Z <br /> e Shear Wall type P1-6 with 2x6 Studs Q 16"oc,u-ri a, <br /> -- Interior Walls shall be 2,4 Studs Q 16"oc u.o n. L.L O <br /> (2)2X6 'x6 1- Where adjacent Shear Walls are'n contact,nail studs together per 3/SO6.See 1/SO6 for special stud requirements at Shear Wall O <br /> L—L—, _ types Pl-3 Pi-2,and P2-2 Q <br /> GABLE END TRU.,S <br /> _ � 16 6. Headers shell ba 4x6 u o n See Detail 13/SOfi. O <br /> 1 I-.PI —� SO6 S09 '4�sr' <br /> 9. Sui1Wp Stud Groups In Walls supporting Beams.Posts or Girder Trusses above shall be(2)Studs,u.e.h.See General Structural s� <br /> 8 1- t Notes for fastening requirements. <br /> s06 `o :I <br /> 10. See t0/S06 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> DETAIL CALL-OUT <br /> SX.X to <br /> y <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> K <br /> W <br /> a <br /> BEARING OR SHEAR WALL BELOW <br /> W o <br /> POST BELOW a <br /> OVER FRAMING PER PLAN NOTE 4 c <br /> K <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 16 <br /> S05A(M) <br />