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0 <br /> W <br /> ❑ i i-` <br /> r - <br /> Us <br /> ' a <br /> O <br /> �M <br /> is. <br /> h <br /> w f_. <br /> i <br /> �SS1Cisill.V:a'h <br /> FLOOR FRAMING PLAN NOTES -----'--'-'- <br /> 1. Fool-Sheathing shall be'/.thick T&G(Panel Span Rating 48/24)5 i[h long tlimenslon'perpentlicular to supports.Glue Sheathing <br /> to ak Framing Mzmbere and Blocking below with adhesive conbrnting Co A.P.A.Speuficatbn AfG-01.Fasten Sheathing to <br /> ming with 0.131"O x 2};"Nails or Simpson WSV#gx2Y."screw as follows: �� F-a Framing,Edges 1 Tee �Y1 W <br /> Framing,Field 10"oc KJ <br /> -- Boundaries,Blocking.Struts 6"oc 1 1 J <br /> I t t AI areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(par General Structural bl—)alai]Unnamed Sheathing Panel 2 W <br /> S09 d Edges.Fasten Sheathing to Framing and Biockmg with 0.131"O s 2).Nails or Simpson WSV ugx2Y"screws as tokows'. <br /> + FramRg,Edges 4"oe Q <br /> --_ Framing,FrNd 70'oc <br /> P7-6 Boundaries,Blocking,Struts 4"Ocl <br /> WALL SHTG ° *6 See Drawings for other Sheathing Nailing requirements �r 1 <br /> SI ITG <br /> h T TI-IItU CONIT.THRU 2. Floor Raining shall be as'ndi—e!on plan.Rater to General Srutluial Notes for other requeements. z <br /> .,NEk __ {P,„__ CORNER O <br /> ROOF FRAMING PLAN NOTES: <br /> (21 Ib U rI <br /> 2)CS,bX3'-0'V 3. Roof Sheathing shall be p thick(Panel Span Rating 24116) Fasten Sheathing to Framing wth 0 i.it'O x 2I,Na Is as lollpws: O <br /> {1 BE4ra l( Eh <br /> i BEAM TO EA Framing,Edges 6'oc J < <br /> { LA L .{ PLATE Framing,Field 12'oc Q <br /> LOW ROOT- f I` {___ _ { Boundaries,Blacking Shuts 6'oc <br /> TRUSSES Ill S08- S2 At Unframed Panel Edge,.provide PSCA Framing Clips cents—between each Framing Member Saa Draw ng�for inner z w <br /> C 24 o �—' O Sheathing N T il eq nts. w <br /> { C7 2 LOW ROOF I{(.9 6W. At areas'unhealed Blo ked Diaphragm provide 2,Flat Blocking iper General Stuctural Notes)at all Unnamed Sheath 1 Panel <br /> w I I a0 ? TRUSSES {m O Edges,Fastan Sheathing to Framing and Blocking with 0.131 0 x 2Y"Nails as follows: g � Q � <br /> -.I 1 u,o ® { Framing Edges 4'oc <br /> ~ I{n Framin Field 72 oc <br /> w HHUS5.50l10 Boundaries BI eking Struts 4 oc <br /> u I �1y��I"" J { See Draw gs far other Sh ih'g Nailing regiurements <br /> on <br /> I �f _ m { GLB PER SO4 <br /> R III rrriii { 4. Rouf Framing shall be as-rid Gated on plan.Refer to General Structural Notes. �- <br /> O I <br /> { 10 {{ 5 Trusses marked Strut shall be designed to accommodate the i tit Gated loads and connections. W <br /> [ALL l-F HA MIN, O I t /':E 509 ALL FRAMING OR HARDWARE s. crvadram n Members shall be 2x4 a 29 oc W <br /> t' {. 9 C. posted down to to n framing below w/Zx4 Q 48'uc staggered,or as'ndicatetl by the <br /> { NOl 51 MAIN O NOT SHOWN OR SPECIFIED Truss Manufacturer O < > <br /> O REMAIN U I hNt1L TO REMAIN UNCHANGED <br /> ]. Provide sold Flat Bleeding at all Valleys Fastan Shealll rig to Bloddng n accordance with Note 3 W <br /> I 1{ f� <br /> B. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss a a,typ. O L1� Q <br /> WALL LL <br /> FRAMING PLAN NOTES __ <br /> l \{ 1'{ 9 Eztenor Walls shallbe (tear Wall type Pi-6 with 2.6 Studs Q 16"oG u.o.n. LL <br /> 4X10 ry+� lbtamn Walls shall be 2x4 Studs @ 16"oc u o n <br /> n ry+.- U <br /> Where ad t Shear Walk are'n contact nail studs together 3/S06.See 1/S06 fors qu cements at Shear Wall ' <br /> L P16_ iacen ge per pee al sWtl re <br /> types P1-3 P1 2 and P2 2 W O <br /> I 77 _i 10 Held—shall be 1,6,u.o-n.See Detail 131506. <br /> pfor fastening require n� Q U <br /> 11. Buik-u Stud Groups in Walls supporting Beams.Posts or Girder Trusses abe,,shall be(2)Studs.u.o.n.See General Structural ki LL <br /> Notes ments. Q <br /> 12. See lUIS06 for Simpson to USP hardware m ersion table. L <br /> D <br /> LEGEND <br /> EXTENDED GARAGE OPTION-Ei_C 3-CAR GARAGE OPTION-ELEV.'A' - <br /> SX.XXX DETAIL CALL-OUT <br /> FP 1-X 1 SHEAR WALL BELOW PER SCHEDULE OF 1IS06 <br /> to <br /> to <br /> 0 BEARING OR SHEAR WALL BELOW <br /> i <br /> BEARING OR SHEAR WALL ABOVE ud <br /> tL <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) <br /> LF <br /> Q n <br /> .- <br /> POST BELOW <br /> > � 1 <br /> • W l <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 <br /> SO4.1A(M) <br />