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G <br /> �s <br /> W <br /> d id EK <br /> US `L,n <br /> 0� x >� <br /> w� <br /> U <br /> thin <br /> w�=� <br /> z £r <br /> li� 1Cfv1L 4.5' <br /> a <br /> 0 FLOOR FRAMING PLAN NOTES: <br /> d. <br /> $9 1. Floor Sheathing shall be'/."thick T8G(Panel Span Rating 48/24)with long dimension perpendicular to supports,Glue Sheathing <br /> to 80 Framing Members and Blocking below with adhesive contornung to A P A.SpecKcation AFG-01.Fasten Sheathing to <br /> P i WALL SHTG mi <br /> o:.- Frang vi Yn O 131 0 x 2YZ Nails or Simpson WSV#9x2Y'screws as follows' �\ <br /> - — . <br /> IFraming,Edge <br /> _-I -- t,C,i.; — — CONT. Framing,Field 10"oc '��J,MwMw�/,� <br /> LIJ <br /> LL <br /> CORNER RNFJ2 Boundaries,Blocking,Struts 6'bc � J <br /> Al areas'nd cated as Blocked Diaphragm, g(par General Structural Notes)at all Unframed Sheath 1g Panel W <br /> mi gm.Plane 2x Flat BI�' news <br /> Edges.Fasten Sheathing to Framing and Blocking with 0.131 0'21;'Nails or Simpson WSV#9z2X,sc as lollows: z V <br /> Framing—Edges 4'oc Q <br /> (2)C516x3'-0" Frain rig,F1eld 10 oc _I Of <br /> SEP.H' _F I� BEAM TO EA. <br /> PLATE Boundaries Blocking,Struts Q <br /> i <br /> See Drawings for other Sheathng Noting requirements. (7 <br /> r- 16 t Floor Frani rig shall be as and calatl on plan Refer to General Structural Notes for other requirements. Z <br /> urn) _ Ll�t I"�Jr S09 ROOF FRAMING PLAN NOTES: O Q <br /> rfU3e:: 'I _ <br /> 3. Roof Sheathing shall be rs"thick(Panel Span ftadng 24116).Fasten Sheathing to Framng with 0.131"0 z i Nails as Follows' <br /> Framing Edges <br /> c RDWARE a ALL FRAMING OR HARDWARE Framing Field 12"oc <br /> n ECIFIED y Imp NOT SHOWN OR SPECIFIED boundaries Blocking Struts 6'oc W <br /> C " 4NGED I TO REMAIN UNCHANGED At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other J <br /> - �(� - -`,aj r T O 'ri 9 '.9requkemenk. w L)-( <br /> Sheath n Na I n <br /> yl d z At areas nd'catad as Blocked Diaphragm,provide 2x Flat Block ig(per General Structural Notes)at all Unl-amed Sheathing Panel m <br /> W GU;PER SO4 Edges.Fasten Sheathing to Framing and B1,N with 0131 0 x 2Y`Nails as follows <br /> m LOW ROOF HHUS6.80l10 Framing,Edges 4"oc <br /> II < TRUSSES I� Framng Field 12"oc <br /> oc 24" Boundaries Blocking,Shuts 4"oc <br /> See Drawings for other Sheathing Nailing requirements. <br /> 4. Roof Framin shall be as indicated on plan Refer r <br /> I I 9 pl tto General Structural Notes. ! <br /> - - 12 5. Trusses marked Shut shag be designed to awommoo me the onn-nd-ted loads and cections. W <br /> 508 Z R <br /> 6. Overframing Members shag be 214 @ 24"oc posted down to main tram tg below w/2,4 @ 48'oc staggered,or as indicated by the O W <br /> Truss Manufacturer. Q <br /> ]. Provide solid Flat BloGitg at all Valleys Fasten Sheath rig to Blocs;rig-n accordance with Note 3. LLJ <br /> 4.10 I 1 A *b 8. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater G rder Truss ends,typ. O <br /> WALL FRAMING PLAN NOTES: (^ <br /> 9. Ezlenor Walls shaIbe hear Wallt Pl-month 6 tuds 16oc v <br /> r YPe z ® u.o.n. <br /> Interior Walls shall be 2,4 Studs @ 16'oc u.o.n. 7 (� <br /> _J 4Mare adjacent Shear Walk are'n contact nail Studs together per 3/SO6.See 1/SDG far spec al stud mquirements al Shear Wall L— <br /> '.. 11 types P1-3,Pi 2 and P2 2 W C O <br /> 10. Headers shall be 44,u.o.n.Sae Detail/3/SO6. a— Q F- <br /> 11 Built-up SW d Groups in Walls supportng Beams,Posts or G rder Trusses above shall be(2)Studs u o n.See General Structural <br /> C I LI-GtG GARAGE Tfi r - - 3-CAR GARAGE OPTION-ELEV.'B' Notes forfastenng regtnramems j 0 <br /> 12. See 10/SO6 for Simpson to USP hardware conversion(able. LL <br /> LEGEND <br /> XX DE7AILCA1—UT <br /> sx.x <br /> a <br /> P7-X SHEAR WALL BELOW PER SCHEDULE OF IIS06 g <br /> I 1 BEARING OR SHEAR WALL BELOW N <br /> H <br /> K <br /> BEARING OR SHEAR WALL ABOVE d <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W w <br /> Q � <br /> (� POST BELOW <br /> PT.LG'. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 t 2 4 8 16 <br /> SO4.1B(M) <br />