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Q'U1 e F <br /> W= <br /> U0 n n S <br /> ILI q > <br /> M') <br /> m <br /> 06 <br /> W' <br /> C7 <br /> z <br /> 5866 ,E . <br /> tNp Ak+�e� <br /> FLOOR FRAMING PLAN NOTES: ------'-- <br /> 1. Sheathing shall be.thick T&G(Panel Span Rating 4I5/241 with long tlimensro�perpendiperpendicular to suppods.Glue Sheathing <br /> to all Framing Members and Blacking below with adhesive conforming to A.P.ASpecificalion AFG-01.Fasten Sheal'ning to <br /> Framing with 0.131"0 x 2Y"Nails or Simpson WSV ifgx2Y"straws as follows'. <br /> Framing,Edges 6"oc w w <br /> Framing,Field 10'oc <br /> J Boundaries Blocking,Struts 6'oc LL <br /> J <br /> 05 I n S09 At areoe nd—ted as Blocked Diaphragm provde 2x Flat Blocking(per Genial Slruclural Notes)at all Untamed Sheab ng Panel LLB <br /> La a <br /> Edges.Fasten Sheathing to F mi tg and Blocking Willi 0 131 0 x 2Y"Nails or Simpson WSV 09x scr ws as follows. <br /> Framing,F e9d s 10 oc <br /> 1 PI 1 _.. <br /> __-. Boundaries Blocking Struts 4"oc Q <br /> p L," See Draw ngs for other She thl g Nailing requ rement, <br /> - WALL SHTG' WALL SHTG U' <br /> CON i THRU - _ CONT.THRU — —1 2. Furor Fram ng shall be as Micas d on plan.Refer W General Structural Notes for other requ ten cols z r Z <br /> CORNER _ - CORNER <br /> P1 6 ROOF FRAMING PLAN NOTES. O O <br /> (2)CS16x3'0- 3—oo hBa�S thing she be t ck(Paiizl 8p i Rating 4/t6f.Fesien Shealti ng fo Framing witl 0.731T'0 n�2't Nails as lollows: <br /> I Btxl )H BEAM TO FA <br /> PLATE Framing,F eId 2 oc j <br /> LOW ROUI - Boundanes Bloclung Struts 6 ocUJ <br /> TRUSSES III \ "''-- [ ) 12 At Unframed Panel Edges,provide PSCA Framing Clip, to-ea between each Framing Member.See Drawings cur inner W <br /> $Ud. $O6 9 P 9 Ps cant—of g gs <br /> 24 �'_ .Imp .! I.I m_ Sheathing N'Ing requirements, <br /> w <br /> O <br /> C9 Wa a LOW ROOF I I I Cg R At areaIndicated as Blocked Diaphragm provide 2x Flat Blau 1q(par General Structural Notes)at all Unframed Sheathing Panel <br /> X O m TRUSSES I I m LL Edges,Fasten Sheathing to Framing and Blocking will,0.131'0 x 2Y..Nole as follows m <br /> @ 24"oc Framing,Edges <br /> Fled 12" <br /> wl h1i ` w �,� HHU36.50/10 Boundaries kin Blocg,Struts—.... <br /> m'oc ---- <br /> GL8 PER SO4 Sea Drawings for other Sheathing Nailing.quit cots <br /> •I. Roof Framing shall bass indicated on Plan kefer to General St uuural Nunes. <br /> o. Trusses marked Slrul shall be desigired to dcccmmodale the indicated loads and connections, W <br /> 'r <br /> \=" ALLfnVNliNts sOB ALL FRAMING OR HARDWARE s Overtramng Members shall be,txa 2aoc posted dow t ---f r.� <br /> Pj �. n9 below w/2x4 @ 46 oc.eia99�retl a as vw uletl by the \ <br /> 'I NOI H.WPI 1 NOT SHOWN OR SPECIFIED / Truss Manufacturer. O <br /> hLIVIAIhI tin,bF<:.. TO REMAIN UNCHANGED <br /> Provide solid Flat Blocking at all Valleys Fasten Sheathing to blocking n accordance w ih Note 3 W <br /> . O <br /> II <br /> I' III 8 Provide H2.5A Clip each side or TLOKG Straw each ply all ply or greater Girder Truss ends.IyP. J UL <br /> O <br /> I cxl A <br /> �aa 6 WALL FRAMING PLAN NOTES >_ <br /> 9 Manor Walls shall be Shear Wall type 2x6 Stud Q 16 o.n. U_ 0 <br /> Interior Walls shall be 2x4 Studs 9 i6 oc u o n. Z U+v <br /> 1 F� Where adjacent Shear Walls are in contact pall studs together per 3/SUS.See 1/S06 for,pecral stud requ cements al S uar Wall <br /> types P1 3 Pi 1 and P2-2 Z <br /> —' —1 10. Headers Shall be 4x6,u.o.n See Dela113/SO6 O <br /> S09 L— ----- —. 11 Bull-u Stud Grou in au on U <br /> — p Ps peon iy Beams Posts or Grder Trusses above shall be 121 Studs.u.. See General Slruclural <br /> Noias for fastening requirements. Q <br /> 12. See 10/SO6 for Simpson io USP hartlware conversion table. :5 L <br /> i E ivU Eu GARAGE OPTIC,ra 3-CAR GARAGE OPTION-ELEV.'8' LEGEND --------- ----------------- <br /> XX DETAIL CALL-OUT <br /> SX.X <br /> --- - FP­1__X 1 SHEAR WALL BELOW PER SCHEDULE OF 1/606 <br /> m <br /> I I BEARING OR SHEAR WALL BELOW to <br /> C <br /> BEARING OR SHEAR WALL ABOVE <br /> (F) FLUSH FRAMED(BOTTOM FLUSH Wi BrYl OF FRAMING) W o <br /> C <br /> 0 <br /> POST BELOW <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 z 4 a 16 <br /> SO4.1 B(M) <br /> va^=r-o° <br />