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c <br /> Ld <br /> U <br /> a " <br /> Sr <br /> m� <br /> sos i 0�17 sas � <br /> V <br /> 4D TRUSS <br /> (2)2x6 (2)2x6 <br /> y2�? <br /> �a£4 <br /> wE <br /> 1 <br /> z <br /> a <br /> w <br /> ty 2te <br /> I` PERA,, d y of ASNr,1 <br /> TT <br /> i <br /> �pus l 11 <br /> _ sos <br /> W <br /> la J <br /> Lim W <br /> PRE-MANUF. <br /> ` ROOF <br /> TRUSSES �/ Q <br /> 24"oc, <br /> x TYP UNO <br /> - I O <br /> ROOF FRAMING PLAN NOTES: Q <br /> 5 <br /> 1. Roof Sheathing shall be/Ea'Nick(Panel Span Rating 24/16) F Sheathing to Framing with Nails as tolbws: w <br /> -- - - Framing,Edges 6"oc T LU <br /> Framing Fii 12"oc <br /> -- - eoundanes Blocking Struts _6"a <br /> 1 — — - At Unframed Panel Edges provide PSCA Framing Clips cisman,cl between each F a ni ng Member See Draw r gs for other Q <br /> Sheathing N,i I'ng requ arnents <br /> • -_ _ _ __ - e At areas indicated as Blocked Diaphragm provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel ------.-- ._-._ <br /> Edges Fasten Sheathing to Framing and Blocking with 0.131 O x 21j"Na Is as lollows. <br /> Framing,Edges 4'oc <br /> a Framing,Field 12'oc <br /> -- ?2+6 Boundarles Blocking,Struts 4'oc <br /> See Drawings for other Sheathing Nailing reyua mans. LIJ <br /> IT 2. Rao(Franung shall be as nd'cated on plan Refer to General Sauctural Notes Z LU <br /> x <br /> 3 Trusses marked Strut shall be des g ned 10 accommodate the nti sed bade and connections. W <br /> 4. Overhamin Members shall be 2x4 24oc posted nto a framing below w/2x4 d)48"oc staggered, <br /> Truss Manufacturer, @ P s uw m n g �, ggeretl,of ea IncNcaietl M the 2 O <br /> 5. Provide solid Flat Blocking at all Valleys Fasten Sheathing to Blocking in accordance with Note 1. < z 6, Provide H2.SA Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. V <br /> WALL FRAMING PLAN NOTES: <br /> (2)2x6 7 Exlenor Walls shall be Shear Wall 1 P1-6 with 2x6 Studs 16 oc u.o n - _ Z <br /> ND TRUSS Interior Walls shall be 2x4 Studs Q 16 oc u.o n 0 <br /> (2)2x6 !x6 P7 6 1Mnere adlacenl Shear Walls ste in contact nail studs together pei 3/306.See 1/S06 for special stud requirements at.Shear Wall <br /> — -- -- t F. types P1-3,P1-2,and P2-2. O U_ <br /> GABI.F fiIC�ThIi�� � O <br /> 8 16 8. Headers shall be 4x6,u.o.n.See Detail 13f506. <br /> 8 ) 9. Built-up Stud Groups In Walls support ng Beams,Posts or Girder Trusses above shall be(2)Studs,u., Be,General Sou Yurat <br /> S0 <br /> 6 ( 6g )6 Notes for fastening requirements <br /> 7 <br /> 10. Sae 10/S06 for Simpson b USP hardware conversbn table. <br /> LEGEND <br /> K <br /> SXX DETAIL CALL-OUT m <br /> 7 <br /> N <br /> SHEAR WALL BELOW PER SCHEDULE OF VS06 t <br /> g <br /> C <br /> W <br /> a <br /> u BEARING OR SHEAR WALL BELOW <br /> POST BELOW O <br /> OVER FRAMING PER PLAN NOTE 4 W o <br /> K <br /> HOR HEADER PER PLAN NOTE k <br /> 114 0 I 2 4 8 76 <br /> S05A(M) <br /> "=1'0" <br />