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s <br /> �o <br /> N;T <br /> W <br /> � 30 <br /> 0 = , <br /> Uf nl <br /> LL= 5 <br /> IL ww <br /> Mc <br /> m <br /> 3 <br /> r <br /> y yQ i <br /> q°y f a <br /> soa soe sos <br /> CS16x3'-0"- <br /> 5Y2xl3y GLB(DROPPED)BEAM TO PLATE P7 <br /> HDR U' <br /> O 8 w€ <br /> o S06 LU5210. 9 l-, <br /> TDRIZ.HTS30C- 'J-TYP UNO S08 2 <br /> BEAM TO PLATE _ P1-6_ I z <br /> 4x8_ _ - 2 3Yzx12 GLB(F) r- <br /> 8 2+s t <br /> S08 <br /> pT <br /> (2/2�0 P`�7y-6 ( o yrnshi <br /> 2xl2 HF#2 <br /> 2 @ 16"oc, �� any¢ties <br /> SOB TYP.UNO ADJUST SPACING AS RED")FOR PLUMBING,TYP.(SEECNaL= <br /> A6 FOR PLUMBING DROP 2 FLOOR FRAMING PLAN NOTES: <br /> DIMENSIONS)II II I SOS 1. bor h—hing shall bra thick TSG(Panel Span Rating 48124)with long dirrension perpentlicular to supper,s.Glue Snxafhing <br /> to all Framing Members and Blocking below with adhesive conlorming to A.PASpecification AFG-01.Fasten Sheathing to <br /> Framing with 0A 31"O z 2W Nails or Simpson WSV#9x2Y"screws as Follows: <br /> 2x12 1F#2 Framing,Edges 6"oc �V1 <br /> @ 12"oc Framing,Field 10"oc 00 <br /> Boundaries,Blocking,Struts 6"oc L <br /> 3 At areas indicated as Ble&ad Diaphragm,provide 2,Flat Blocking(per General Struct—1 Notes)at all Unframed Sheathing Panel <br /> `osa+s �a II 22+s Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x ZX"Nails or Sknpson WSV#9�"screws as follows: W <br /> DBL JOIST(F) Framing,Edges 4"oc 2 Q <br /> e _ Framing,Field 10"oc 1` <br /> Boundaries,Blocking,Struts 4"oc `� Q <br /> Sea Drawings for other Sheathing Nailing requirements. 0 <br /> a 7 lJ <br /> 2. Floor Framing shall Was indicated on plan.Refer b General Structural Noes for other requirements. L <br /> a. P1-6 ROOF FRAMING PLAN NOTES: O 8 IIII ro � 3. Roof Sheathing shall be 1s hick(Panel Span Rating 24116). asl�heath'y—wing with 0.131"0 x .'Nails as follows: O <br /> S06 8 Framing Edges 6' <br /> S08 Framlrigg,Fieltl 12"oc ~ <br /> Boundaries,Blocking,Struts 6'bc W <br /> At Unframed Panel Edges,provide PSCA Foaming Clips centered between each Framing Member-See Drawings for other (j <br /> -U"-LAP LOWER 'L �d• - Sheathing Nailing requirements. = J <br /> F T E 1'-W"AND At areas indicated as Blocked Diaphragm,provide 2,Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel W <br /> 1 TO FLAT 2x4 DEL JOIST(F) Edges Fasten Sheath From n and Blocking <br /> Bl: TWN STUDS Sheathing to g g vi t110 131 0 z?Y'Nails as follows' m <br /> ------------ �� Framing,Edges 4"a <br /> Framing,Field 12"oc <br /> - r 608 92+s Boundaries,Blocking,Struts 4"oc <br /> See Draw ngs for other Sheath-Nailing requirements. <br /> °o T <br /> 4. Roof Framing shall W as indicated on plan Refer to General Saudufai Notes <br /> ,Edg SYzxi6 z GLB(DROPPED) <br /> QILI�J PLATE TO PLATE 5 Trusses marked Strut shall be designed to accommmate the indicated loads and cdnnedians. W <br /> AL LL .� 6. Ovedram ng Membea shall be 2z4 @ 24 oc posted down to ma n tamng below W/2x4 @ 48 oc staggered,or as indicated by the L.V Z ; <br /> L FRAMING H RDWARE] Zv W Pk2l`0 Truss Manufacturer. O <br /> NOT$MOWN F SPECIFIED Cr - <br /> TO REMAIN UNCHANGED 66 3 ti 7. Provde sold Flat Blocking at all Valleys Fasten Sheathing to Blocking in accordance with Note 3. LLJ <br /> r O <br /> sap°° B. Provide 1-12.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. O <br /> K <br /> o WALL FRAMING PLAN NOTES: <br /> 5 p 9 Exterior Walls shall be Shear Wall type 01-6 w th 2x6 Studs @ 16 or,u o.n. f' <br /> (2)2X6 V4 S08 Interior Walls shall be 2z4 Studs @ 16 oc,u.o n <br /> �- HUC26-2 c'--- 2 b 6 22 � U ' <br /> 1+s Sy,t7 GLB \ TO POST ,; +d, 5y1x12 GLB `odd+ 'Y} 'LN"} 5Yx13Yz GLB 2''+s -Fe Where adjace it Shear Walls ae in wmacY nail studs together par 3/506.See 1/SOB fof special sNd fegmremenls at Shear Wall Z <br /> RIM+/-10 0 .n RIM+/-10-0" (EXTENDTO CORNER.) -_ types Pl3 P72 and P22 Uj Q <br /> .. - CANT. <br /> 10 Headers shall be 4x6 u o n See Detail 13/S06. <br /> ATTACH LOW ROOF I II L__ ATTACH LOW ROOF U <br /> DIRECTLY TO RIM ' Ir DIRECTLY TO RIM 11 Built-up Stud Groups in Walls supporting Be.—,Posts or Girder Tmsses above shall W(2)Studs,u.o n.See General Structural A <br /> BEAM PER 12/SO8,Sim - / ENO TRUSS„. BEAM PER 12/SOE,SIM END TRUSS 1- P7 Notes for fastening requirements- LJ� q <br /> 12)2x6 W/HUC26-2 MONO RUSSE�! —2x4 RAF TEI-:S f (2)I (2)2x6 W/HUC26-2 6 PER :z. See 1o/So6 for Simpson to USP hardware conversion table. <br /> TO POST @ 24 oc T O - TO POST SOB 13/S07 <br /> 24 uc ENDTRUSS RAFTERS @ 24'oc (H=5'-6") D <br /> 2x FULL DEr fr Vs (2)2x6 W/HUC26-2 MONO TO END TRUSS <br /> y �` <br /> LEDGER TO POST TRUSSES 1 i 2.FULL DEPTH LEDGER LEGEND <br /> @ 2 <br /> �(LL 12d EA TRUSS S09 i 4'bc� W/(2)12d EA TRUSS VERT <br /> �• VERT SW SO6 <br /> .. (RIGHT (TOP ONLY AT ENTRY $X DETAIL CALLOLIT <br /> 505;I SIDE ONLY) DOOR,EXTEND FULL <br /> LENGTH OF EA. <br /> SHEAR WALL) P1-X SHEAR WALL BELOW PER SCHEDULE OF VS06 <br /> i <br /> m <br /> BEARING OR SHEAR WALL BELOW N <br /> EXTENDED FRONT PORCH Jrl_iON-ELEV.'6' <br /> -- - — ix <br /> E___] BEARING OR SHEAR WALL ABOVE a <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W o <br /> Q N <br /> 0 <br /> POST BELOW <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> MDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 SO4B <br />