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W <br /> ( rj <br /> o <br /> _G =o <br /> V` £ ur <br /> 4— <br /> a T iu <br /> h <br /> m a; <br /> 1 [.. <br /> SO6 SOg S06 <br /> P1-6 � <br /> HDR HDR.- �N <br /> J <br /> a <br /> mm <br /> I I W <br /> jl II II � II II II <br /> a <br /> 'SHIPMASTER <br /> 6 -- <br /> t_r <br /> SOB S09 <br /> � M = <br /> o W <br /> x () <br /> ATTIC ACCESS LL- i <br /> PER Al <br /> - � W <br /> PRE-tAANUF. <br /> ROOF TRUSSES �'� Q <br /> - _ a 24"oc,TYP I <br /> Z <br /> 0 0 <br /> ' ROOF FRAMING PLAN NOTES: Q <br /> 1. Roof Sheathing shall be&,thick(Panel Span Rating 24/16).Fasten Sheathing to Framing with 0,131"0 x 21i Na Is as follows: Q <br /> Framing,Edges 6"oc W <br /> Framin Field 2" J 9, 1 oc <br /> SO6 _ At Jnfra natl Panel Edges pr—da PSCA Framing Clips centered between each Framing Member.See Draw nga for ma �^ <br /> -... -.._ Sheathing Na I'ng requ remenis <br /> a _ <br /> At areas indicated as Blocked Diaphragm,provide 2.Fla[&ockiog iper General Structural Notes)al all Unframed Sheathing Panel - <br /> ro Edges.Fasten Sheathing to Framirq aM Bloding with 0.131"0 x 2Y"Nails as follows: <br /> 2 <br /> e Framing,Edges 4 oc <br /> ti Framing,Field 12'oc <br /> GIRDER HIPMASTER Boundaries Bfock rg,Stru[s 4'oc F. <br /> See Draw ngs for other Sheathing Naibng requirements. LU <br /> Ii 'li I I 2. Roof Fra n ng shall be a d- t d on plan.Refer to General Su turai Notes W <br /> to <br /> II I Z 14 I 3 Trusses narked Strut shall b resigned to accolnfngdate it J urea loads and conneG pns W <br /> o.m Sol) <br /> e 2 I 4, Overfrx hing Members shall be 2.4 @ 24°on posted dov n tp a framing below wi 2.4 @ 48'oc,staggered or,s u,d-ted by the LL <br /> W w Truss Manufaturar. Q <br /> u) <br /> ao to II 5 PloVW2 sold Flat Blockng at all VaMayc Fasten Shaatf'ng 10 111.k ig in accordance with Note 1. <br /> A'J'6 �"" <br /> 6. Provide H2 5A Clip each side or TLO.Screw each ply at 2-piy nr greater Girl Trss ends,typ. LL <br /> (2)2x6 _ WALL FRAMING PLAN NOTES: V <br /> 7. Exterior Walls shall be Shear Wall type P1-6 with 2,6 Studs @ <br /> P1-6 (2)2x6 Interior Walls shall be 2,4 Studs @ 16"oc,u.o.n. LL <br /> - -- - - _ — Where ell Shine,Walk Ore i6 PAltfael,H9i1 mudi3 ir'ilether Per 3/So6.See VS06 for speciat stud require rents at Shear Wau <br /> GABLE END TRUSS types P13.P1-2,and P2-2. yy <br /> Li 1 8 P1 5� <br /> SO6 `;'Og S06 8. Headers shall be 4,6,u.o.n.See Detail 13/S66 <br /> 16 8 g. Built-up Stud Groups in Walls supportingydbr Beams,Posts,,lil Tw6lice ahoye shall be(2)$Ililfe,ti,o l,rt.SE2 QCnerd)$lrji;jij "� LL <br /> $Og S06 Notes for fastening requirements. <br /> 10. See to/SW for Simpson to USP hardware—station table. <br /> i <br /> LEGEND <br /> G <br /> SX.X DETAIL CALL-0UT m <br /> so <br /> ti <br /> P-X SHEAR WALL BELOW PER SCHEDULE OF 1/S06 � <br /> of <br /> W <br /> a <br /> BEARING OR SHEAR WALL i <br /> ud <br /> ti <br /> POST BELOW � <br /> O <br /> OVER FRAMING PER PLAN NOTE 1 w <br /> HDR HEAOER PER PLAN NOTE 8 <br /> 0 1 2 4 8 t6 0 5 D <br />