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O <br /> W z <br /> > <br /> LL= z w C <br /> LS <br /> Q ¢ J <br /> a wJ <br /> z= <br /> g mm <br /> SO6 n <br /> l\ (2)2x0 (2)2x6 <br /> n <br /> \ II I }' <br /> I <br /> W <br /> ATP ft L9'.: ASTER , <br /> ER <br /> AS <br /> -M <br /> O <br /> I -•Wll. <br /> _ 11 <br /> S09 <br /> I i i <br /> _ co w <br /> f l - J <br /> -- PRE-MANU Q <br /> j <br /> ROOFF. <br /> < <br /> TRUSSES <br /> x <br /> -- TYP LINO <br /> 0 O <br /> ROOF FRAMING PLAN NOTES: Q <br /> 1. Roof Sheathing shall be/s"Nick(Panel Span Rating9 24/16).Fasten Sheahing to Framing with 0.131"p x�2."Nails as foAows: <br /> W <br /> Framing,Etlges S"oc LU <br /> Framing,Field 12"oc = —I <br /> - - --- ,-.. Boundaries Blocking,Struts IT'- W <br /> AtUntrained Panel Edg . .'de pSCA Prattling Ch <br /> ip.centered between each Fram ng Ntembei.Sea wgsfor oUeSheathing N.ili.g q et m <br /> r At ar' 'nd t d Blocked Di.phnqrri provide 2x Flat Blocking(per General Structural Notes)at all Unfranted Sheathing Panel <br /> Edges.Fasten Sheathingto Frami aM Blockin a <br /> � g with 0 131'0 x 2Y Nails as follows' <br /> _ _ Framing,Edges q oc <br /> P MASTER I 12?xB See Drawing for <br /> ndaree Sheathing N 12 oc 9 <br /> g Struts 4'oc T <br /> ailin <br /> g requirements2 Roof F arcing shall be as ndcaled on plan.Refer 10 Ge Structural Notes. Z <br /> cusses marked Strut shall be deagned to accommodate the indicated bads and connections <br /> II II a 14 I 3 T <br /> S09 I V 4. Ovelf—ill,Members shall be 2x4 Q 24 oc posted down to man training below w/2x4 Q 48'0c staggered or as indn:ated by the O <br /> , <br /> Z Truss Manufacturer <br /> o ProvideQ z <br /> � I N solid Flat Blocking at all VaAeys Blocking Fasten Sheathing to Bi ng i t accordance with Notz 1, N } <br /> }6 (2)2x6 WALL FRAMINGIIPLAN NOTES:K6 Screw each ply at 2-ply or greater Girder Truss and,,hp. LL <br /> LL. F- <br /> ' 7. Extenor Walla shall be Shear W-1 type Pi-6 w th 2x6 Studs I6 oc u.o.n. <br /> l Interior Wells shall be 2x4 Studs @ 16 be u.c.n L O <br /> Where adtogetherem U C ABLL EfJI :' adjacent Shear Walls aia in contact,nail stutls per 3/608.Sea 1/SO6 for Special Stud requir ent5 al Shear Wall O <br /> types Pi-3 P7-2 and P2-2 <br /> — � SOS 8. Headers shall be 4XGr See Detail 13/SO6. '�sOr' <br /> 6 d prt pong Beams,Posts or Glue,Trusses above shall be(2)Studs,u o n.See General Strucural cE <br /> 0 g. Built-up Stud Groups n Wa11s su <br /> .. Notes for fastening requaern-ts. <br /> 10. See 10/SW tot Simpson to USP hardware conversion cable. 3 <br /> LEGEND <br /> a <br /> SXX OETAIL CALL-OUT � <br /> y <br /> PSI SHEAR WALL BELOW PER SCHEDULE OF 1/S06 F <br /> C <br /> BEARING OR SHEAR WALL BELOW ' <br /> a <br /> n <br /> bu �n <br /> POST BELOW 0 N <br /> Z OVER FRAMING PER PLAN NOTE 4 W o <br /> K <br /> HOR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 16 <br /> S05B(M) <br />