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O <br /> IJ <br /> E I—It <br /> u <br /> (L Ww <br /> t� <br /> 8 11 6 <br /> h <br /> SO6 S09 SO6 <br /> _- - - — -- <br /> (2)2x6 (2)2x6 <br /> I r Wa <br /> I ca <br /> _ �m z <br /> �on z <br /> 2,y�a II II II p ,?as <br /> HIP MASTER A IC ACCESS 1 I <br /> PER ARCH'L W <br /> u <br /> 11 11 <br /> sos sos � <br /> -- OO C9 <br /> U— <br /> r W <br /> PRE-MANUF. _ 1— < <br /> ROOF f� <br /> TRUSSES �� Q <br /> @ 24"ac. <br /> TYP LINO <br /> O O <br /> � I <br /> ROOF FRAMING PLAN NOTES: x _..— w 3 <br /> 1. Roof Sheathing shall be/)'thick(Panel Span Rating 24116) Fasten Sheathing to Framing with 0.131'm 2y"Nails as folloWe' <br /> Framing,Edges 6"oc T J <br /> Framing,Field 12"oc 1 W <br /> --- Boundaries,Blocking,Struts 6"oc <br /> At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member See Drawings for other m <br /> Sheathing Nailing Naili raq uirements. <br /> At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)Wall Unframed Sheathing Panel <br /> - Edges.Faslan Sheathing to Framing and Blocking with 0.131"0 x?Y,Nails as follows. <br /> Framing,Edges 4"a <br /> a Framing,Field 12"oc <br /> Boundaries,Blocking,Salts 4"oc <br /> GIRDER HIP MASTER _ __ e See Drawings for other Sheathing Nailing requ rements. /n W <br /> II I I 2. Roof Framing shall be a,Indicated on plan Refer to General 81—lural Notes `^J <br /> W 3. Trusses marked Strut shall be designed to accor data nke hi load,and cor neclions. lJ>I <br /> U I I S09 I II 4. Ovedrarri Members shall be 2x4 @ 24"oc pasted dawn w nkain framing below w/2x4 d 4614oc.sraygeretl,or as rl—ted by ine I L.L <br /> Q [7 Truss Manufacturer. V/ I Q <br /> y z I S. rovde solilat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Nole I _` Q <br /> Pi d F <br /> II 6. Provide H2.SA Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,lyp <br /> Lj <br /> ? WALL FRAMING PLAN NOTES ____ _ ' <br /> (2)2x6 �Yg 7. Extarior Walls mall be Shear Wall type Pt-6 ith 2x6 St.tl ®16"oc,u.o.n. C Z <br /> Interior walls shall be 2x4 Studs @ 16' U— O <br /> 1 (2)2x6 (2)216 Types P1 3 P7 2SantlrP2-2s are n Contact,nail studs togedrer per 3I506.Sae 1/506 for spec al sWd requ rements a1 Shear Wall O <br /> GABLE END TRUSS O <br /> 6. Headers shall he 4x6 u c n See Dei 13/S06. <br /> SO9 SO6 E—.— (n <br /> 9. Built-up Stud Groups n Walls supporting Beams Posts or;-rder Trusses obove snail ha(21 S¢ds.k o.. Sea General structural <br /> SO6 7fi SO6 Notes for fastening raquuemems. <br /> g 509 g <br /> 10. See tU/SOB for Simpson to USP hardware conversun table. <br /> LEGEND <br /> a <br /> XX k <br /> SX.X DETAIL CALL-0UT m <br /> y I <br /> H <br /> P1-X SHEAR WALL BELOW PER SCHEDULE OF'IISU6 � <br /> tY <br /> W <br /> a <br /> f +� BEARING OR SHEAR WALL BELOW -- - <br /> ry <br /> POST BELOW [] <br /> _ OVER FRAMING PER PLAN NOTE 4 Lu <br /> HDR HEADER PER PLAN NOTE B rt�t�t�� <br /> 0 1 2 4 8 16 ,305B <br /> l 0 5 B <br />