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;r <br /> L9 <br /> p _ <br /> dui F IL <br /> U'^ LLI N <br /> iL J <br /> IT <br /> nto <br /> to <br /> HDk t; <br /> I I <br /> a; <br /> I <br /> I II <br /> lS <br /> \afS � ryib t ��'y��Of•rA3Nry <br /> I <br /> o <br /> z`U <br /> PRE-Pv1ANt ..... ' <br /> `r DG-TRUFSL <br /> I li roL9'OGTY, ' jr1t, <br /> , I I <br /> II I <br /> W LL <br /> AM w <br /> 'I::; 1 <br /> -rr< ,. I it . <br /> ILL J <br /> N <br /> L11 <br /> III <br /> l <br /> � I Q <br /> aI w -- w <br /> W <br /> J I II w <br /> m <br /> I, 0 O Z <br /> O <br /> C!) <br /> ROOF FR I Q <br /> I AM NG PLAN NOTES. <br /> t. Roof Sheathin shall be Is"thick Panel S an Ralin :'1/16j.Faalen Sheathing to Framiny with 0.131"0 x 2Y Na Is as follows. '' <br /> 9 P B Q LU <br /> Framing,Etlges 6"oc"oc J <br /> Frarn� n.Field <br /> 9 72"oc <br /> III, p' 8 LL1 <br /> I Bountlafies,BloCkln SUuls 6"oc 2 <br /> SO6 At Unframed Panel Edges provide PSCA Fleming Clips centered between each Planning Member See Draw ngs for other = U <br /> ',. Sheathing Nailing requirements <br /> I <br /> At anias indicated as Blocked Diaphragm,provide 2x Flat BloGlig rGeneral Structural Notes)at all Unframed Sheathing Panel — <br /> - Edges.Fatten Sheathing to Framing and 810rhing with d 131-0 x 2)Nails as follow.. <br /> Fra Ind.Edges 12 oc <br /> Soun—les Blocking Struts 4 Cc �— <br /> See Drawings for other Sheath ng Nailing requ rernentc r n w <br /> II f V Of <br /> I 2. Roof Fre hall be as Indicated <br /> (-r mr tg s on plan.Refer to General Structural Notes. i� LU <br /> 3. Tmsses marked Strut sha <br /> ll be designed to accommodate the indicate I I 9 tl loads and connecfo ls. <br /> /r � w � <br /> 4. Overt"ming Members shell be 2x4 @ 29'oc posted down to main training below w/2.4 raj 46'oc,staygoreu.or es ndic—d b me LL. <br /> 'I Truss Manutaaurer. O <br /> 14-_- r <br /> Z <br /> I <br /> t6 o-p _ 6. Provide sortl Fla Blocking al all Valleys Fasten Shea) ng to Black ng n accordance w th Note 1. �- <br /> - I� QdJ� I�I� u Provide H2.SA Clip each side or TLOK6 Screw eech ph at 2 Ply ar greater Girder Truss ends.lyp. <br /> rRUSS P MINI 'I (2)2x6 <br /> — _ ILL J <br /> ---- — _ WALL FRAMING PLAN NOTES-- <br /> 1 ]. Ezterur Walls shall be Shear Wall type P1E with 2,6 Studs a`vj t6"oc,u.o.i. Z <br /> -- - - Interior Walls shell be 2,4 Studs @ 16"oc u o n <br /> dL <br /> Q <br /> UABI L f ND fR S —� „as, Where adiacanl Shear Walls are in conldcl na studs together per 3IS06.See l/S06 for spacial shrd requ a men s at SI ear Wall <br /> - .. - types <br /> Pt 3 Pt 2 and P2 2 II� Q <br /> 8. Headers shall he46,L.o.n.SeaNrt il13)Sa6, fI"� <br /> cr Girder Trusses above shall be 2 Studs,u.o.n.See General Structural Y <br /> Sn t I SDJ/' g. Built-up Stud Groups in Walls supporting Beams,Poets I) <br /> -- Notes for fastening requirements. <br /> 10, See 10/S06 for Simpson m USP hardware conversion yule. <br /> LEGEND <br /> xx <br /> SX.X DETAIL GALL-OUT pt <br /> y <br /> PVC_I SHEAR WALL BELOW PER SCHEDULE OF JIS06 1- <br /> f <br /> K <br /> a <br /> BEARING OR SHEAR WALL BELOW � <br /> fy H <br /> 0/ POST BELOW p <br /> OVER FRAMING PER PLAN NOTE 1 W o <br /> K <br /> HDR HEADER PER PLAN NOTE B I <br /> 0 1 2 4 8 16 S 05C(M) <br />