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p E r <br /> all _ <br /> UG <br /> u <br /> IL' <br /> m u5 <br /> S06 <br /> rat <br /> �(2)2x6 �. <br /> n = I II Z <br /> 7, ;I II I II II Ci _ <br /> i <br /> I I — <br /> kSTER tq T .. <br /> M1 FL6 .,I I <br /> st <br /> iT <br /> t . <br /> War ef+ � <br /> I <br /> ---------- <br /> PRE- NUF. <br /> ROOF Q <br /> n TRUSSES <br /> —._—_- - --e- <br /> TYP UNO Z I <br /> Oz <br /> O <br /> ROOF FRAMING PLAN NOTES: W �l' <br /> 1. Root Sheathingshall 9 r W <br /> sh II be/y'thick(Panel Span Rating 24116) Fasten Sheath g t F g hh 0.T 0 2>f N I I.E.— <br /> Fromm Edges hoc <br /> Fromm Field 12 oc <br /> Boundaries Blockin Struts 6 oc <br /> At Unfra ned Palter Edges,prav de PSGA Fram ng Clips cantered between each Framing Mamba,.See Dra rga for other _ <br /> Sheathing Nel'g q smalls., <br /> „ AI areas'indicated as Blocked Diaphragm provide 2x Her Block ng(per General Structural Notes)at all Un1ra lied Sheath ng Panel -------------III <br /> - 1 — - Edges Fasten Sheathing to Flaming and Blocking with 0 1;11 0 x 2Y'Nails as follows' <br /> IF Edges 4 oc <br /> a Framing Field 12 oc <br /> r a•)�n �lx Bountlanes Blocking Struts 4 oc F- <br /> 4. _ gs other Sheathing Nailing requirements. !n'- P MASTER B Sea Drawn for vLLJ <br /> l I 2 Roaf Fram ng shall be as ind'calad on plan.Reler to Gene SI t 1 Noses. w <br /> W0, Trusses marked Strut shall be designed to accommodate 1 d t d loads and oun nett u . W <br /> 14 I 4. Owerfra milli;Members shall be 1x4 @ 24'ac posted down t ran Ismail;,below w12x4 9 all oa slagg;red.or as lu cased by the u- <br /> O S09 I amU Truss ManulaGurer. <br /> O m F P ovide aul d Flat Blocky t t all Valleys.Fallen Sheath r 10 Block t dance war Note'I. <br /> IY 9 e Y' y y 11 actor <br /> _. <br /> II w ~ <br /> 6. Provide F12.6A Clip each side,,TLOKd Screw each ply at 2-ply or greater Girder Truss a tds,typ. <br /> ' U <br /> hti�b WALL FRAMING PLAN NOTES: e� Z <br /> _ (2)2x6 ]. Exterior Walls shall be Shea Wall type P,-6 with 2,6 Suds a 16'oc - -- <br /> u.o.n. <br /> -- Interior Walls shall be 2x4 Surds Q i6"oc,u.y.n. � Q ' <br /> (2) --- =-u- - -- 8 types Pid3 P112Sandr 2 contact tall studs logell-per 3/SO6.Sae 1/SOS for-petal slug requ a dams al Shear Wall O <br /> O <br /> GABLE END TI LSE' O <br /> 6 Headers shall be 06 u.o.n.See Detal,a/S06. <br /> // 5. Built-up Stud Groups in Walls raippontrig Beams,Pasts or Glider Trusses above shall be(2)Studs,u.e.n.Sea General SVuclui at L1. <br /> Nolns far fastening reyulremants.nts. <br /> 7 <br /> SO` i <br /> '- 10. Sea 10/S06 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> a <br /> DETAIL CALL-OUT <br /> SX.X � <br /> rn <br /> SHEAR WALL BELOW PER SCHEDULE OF t/S06 � <br /> W <br /> BEARING OR SHEAR WALL BELOW - <br /> Q N <br /> ®®® POST BELOW 0 0 <br /> OVER FRAMING PER PLAN NOTE a W <br /> HDR HEADER PER PLAN NOTE 6 <br /> 0 1 2 4 B 16 S05B(M) <br />