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�O <br /> wry <br /> 0 t =Or <br /> E I� <br /> a W W <br /> z_ <br /> mED <br /> rn <br /> 8 11 8 <br /> SO6 509 SO6 <br /> 1-6 <br /> - - <br /> (2)2x6 N(2)2x6 <br /> < <br /> v2+6 II II i II p I?2+s - <br /> '4 HIP MASTER A IC ACCESS <br /> a PER ARCH'L '�7 ``°f Al%o <br /> I- z <br /> saal <br /> tw Env`+ <br /> r <br /> S09 ' S09 � <br /> Mom\ _ <br /> W U <br /> L <br /> T w <br /> y Ur <br /> PRE-MANUF. <br /> ROOF <br /> TRUSSES <br /> @ 24"oc. <br /> TYP UNO 54 <br /> ROOF FRAMING PLAN NOTES: <br /> 1. Roof Sheathing shall be/s"Ihick(Panel Span Rating 24/16).Fasten Sheathing to Framing with 0.131"0 X "Nails as follows: LJJ <br /> Framing,Edges 6"oc T LU <br /> Framing,Field 12"oc y LU <br /> Boundaries,Blocking.Scats 6"oc <br /> At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other m <br /> Sheathing Nailing requirements. - <br /> At areas mdicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel -- <br /> Edges.Fasten Sheathing to Framing and Bloekmg with 0,131"0 x 214"Nails as follows. <br /> Framing,Edges 'V'_ <br /> n Framing,Field 12"oc <br /> +6 22 Boundaries.Blocking,Salts 4"tx <br /> 1 GIRDER HIP MASTER +6 See Drawings for other Sheathing Nailing requirements. r nLLJ <br /> 2. Roof Framing shall be as Indicated on plan.Refer to General Structural Notes. Z w <br /> II II 3. Trusses marked Strut shall be deslgnetl to accommodate the indicated loads and connections Ujw <br /> W U S09 4. Overframmg Members shall be 2X4 Q 24"oc posted down to main framing below w/2x4 OQ 48"oe,staggered,or as indicated by the L 5 <br /> LL <br /> rp Truss Manufacturer, O <br /> m r D <br /> lu ZO I S. provide solid Flat Blacking at all Valleys.Fasten Sheathing to Blacking in accordance with Nola 1. <br /> y g 6. Provide H2.SA Clip each aid,or TLOK6 Screw each ply at 2-ply or greater Gird.,Truss and,typ. <br /> U <br /> ?2,hs WALL FRAMING PLAN NOTES: __ z <br /> (2)2x6 7. Exterior Walls shall be Shear Wall pe P1.6 with 2x6 Studs 16"oc,u.o.n. <br /> bnteriorWalls shall be 2X4 SIutlS Qoc,u.o.n. �P1- (2)2X6 (2)2x6 Where adjacent Shear Walls arem contact,had studs together per 3/SO6.See 1/S06 for special studrequirements at Shear WallOGABLE ENi,D TRUSStypes P7-3,P1-2,antl P2-2. O <br /> 6. Headers shall be 4X6,u.o.n.Sae Detail 13/SG6. z <br /> S09 SO6 F 1- <br /> 9. Built-up Slud Groups in Walls supporting Beams,Posts Or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural <br /> SO6 16 SO6 Notes for fastening requirements. <br /> 8 8 <br /> 509 <br /> tU. Sae 10150ti for Simpson to UBP hardware conversion table. i <br /> LEGEND <br /> a <br /> XX DETAIL CALL-OUT <br /> SX.X � <br /> LPG SHEAR WALL BELOW PER SCHEDULE OF 1/S06 ~ <br /> Lid <br /> (- BEARING OR SHEAR WALL BELOW <br /> F H <br /> POST BELOW A I <br /> G OVER FRAMING PER PLAN NOTE I .c <br /> HDR HEADER PER PLAN NOTE 8 <br /> 1 2 4 8 16 .0 0 5 B <br />