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W - <br /> O 2 S, <br /> z <br /> a- <br /> LL >< <br /> w3 <br /> a uu <br /> 3� <br /> orda� min <br /> ro rho' 13 1 <br /> 808 CSt6x3'-0"- S08 SvOg n <br /> V2x13Yz GLB(DROPPED)BEAM TO PLATE P <br /> oI <br /> 8 <br /> ob S06 p <br /> HORIZ.HTS30C- O N- LU5210, SOB W <br /> BEAM TO PLATE 1- TY UNO O]$ <br /> JIL U z a <br /> 418_... 3&W GLB(F) 0 <br /> A'T�D <br /> I2/de p �"Oe - <br /> t21 7. <br /> 2x12 HE <br /> 2 @ 16"oc, <br /> SOB TYP.UNO ADJUST SPACING AS REO'D \� <br /> LAW <br /> FOR PLUMBING,TYP.(SEE <br /> A6 FOR PLUMBING DROP <br /> DIMENSIONS) - SOB FLOOR FRAMING PLAN NOTES: <br /> II II II 1. oar eaNing s a I .thick T&G(Panel pan Ming 4B2g1 wish long dimension peipandlcular to supports.Glue Sheaf mg <br /> In all Framing Members d Blocking below with adhesive conforming to A.P.A.Spacifiealian AFG-01.Fasten Sheathing to <br /> 2%12 HF#2 Framing with 0.131"0 x I Nails or Simpson WSV r{9x2)¢"screws as(allows F- <br /> @ 12"oc Framing,Edges 6"oc <br /> Framing,Field i0^a 00 <br /> 3 Boundaries,Blockin Salts 6"oc 2 $O6 2 9 -g 1per General Structural Notes)et all Unframed Sheailting Par,el <br /> +s I ?+S Edyes.FastenlSLL <br /> heat Bn�to Fralaphragm,provide 2x Flat BloUan W <br /> BL J IST(F) 9 mng antl blocking with 0.131"0 x 2,,"Nails or Sknpaon WSV k9x2y,"screws as follows: <br /> _ _ Framing,Edges 4"oc Ut <br /> ° Framing Field 10'oc Q <br /> ' n Boundaries Blocking,Struts 4"oc . <br /> a See Drawings for other Sheathing Nailing requirements. ��� rr10^1 <br /> b- _ _ PT-6 2 Floor F am ng shall be as'ndkaletl on plan Refer to General 511uciural Notes for other requirements. V <br /> 8 ° ° GP1O <br /> ROOFoF�MI 119 sha1 beN NOTcEfPanel Span Rating i6j Fasten Sheath'n to ramm Q <br /> 9 with, <br /> 0.131'Hx y'"NailsaT-ows, <br /> 508 Framing,Edges 6"oc 0 <br /> Framing,Field 12"oc <br /> -0' LAP LOWER 'I-ry+� �2+ Boundaries,Blocking,Struts <br /> 4 At Untrained Panel Etl raining Clips centered between each Framing Member.Be,Drawings for other a <br /> 4TE 1'4"AND B Sheathing Nailin gas,provide PSCA F <br /> 0 9 g requ remenls J <br /> i TO FLAT 2x4 -j <br /> TWN STUDS DBL JOIST(F) Ai areas and cat¢tl as Blocked D'aphlegro provide 2x Flat Block i g(per General Structural Notes)ai all Unframed Shaatli ng Panel Edges <br /> Fasten Sheath ng to Framing and Bloclung win,0 731 0 x?y Nans as folbws; <br /> Framing Edges q•oc Q <br /> v2 SOB p�+ Framing Feld 12"oc 0 +s G Boundaries,Blocking,Struts 4"oc <br /> O_ <br /> Ku \ J Sea Drawm f mer Sheath' Nailing <br /> ip L 2+/6 SYxx1�GLB(DROPPED) 9s or o Sheathing 9 q rements <br /> j CSl6x3'-O"- q, Roof Frain ng shall be as Indicated .pl Refer to General Structural Notes. r= <br /> PLATE TO PLATE 5. Trusses ma,ketl Sout shall bed i ed to accommodate the,dbaled loads and co—awns 11"' <br /> ALL FRAi If ( 'aaFr UWARt <br /> LL� tV NOT REN IN(N AN II ICU Z r i - t^y p •i}6 6. Overt am rg Members shall be 2x4 @ 24 oc posted down to main ham'n below w/2x4 @ 48 oc,staggered,or as indicated by the�21 TrussrManufa Buret g <br /> � TO REI IAIN v�'.1.tN AEU 0 3 H LL 79� -e <br /> I WO a gn Pm,idesoldFltBlockk,gataifVaileys 0 W <br /> accordance w th Note 3. <br /> I I m <br /> - -- m O 8. Provide H2 5A Chi <br /> p side or TLOK6 Screw each ply a12-ply or greater Girder Truss entls lyp. 0 a LL <br /> 5 � 1 <br /> i SOg o WALL FRAMING PLAN NOTES' ' 1 O <br /> i i 9. Exlerbr ally she be Shear I t Lim FFr-- <br /> — - ? 6 6 a type <br /> P1-6 wwith 2x6-$tuds(�1G oc u o n. <br /> +d, ' ?'y. 2 .),+ .b} ? 2 Intanor Walls shall be 2x4 Studs iG oc u o n _ <br /> _ s 5Yzx12 GLB +s ti 2 5Yx13Y2 GLB 2+ N U <br /> tlIL_ Jd__rL_ RIM+I-10 0 +6 s Ld� <br /> I (EXTEND TO CORNER) Where <br /> D e�Padjacent25netlIP Zg are in[Dotal nail studs together per 3/$06 She 7lSiM for special stud raquireme ns at Shear Wall <br /> 2x4 a'HTG LEDGER-- .. <br /> Wf(2)12tl EA STUD 2x4 SHTG LEDGER ---- - CANT n <br /> 1.-JL_-. W/(2)12d EA STUD - __ J I0. Headers shall Bebe q 6 Sea Deta I 1 s/sU6, _ <br /> �l MONO TRUSS 11. Bunt up Sad Group, Walls ppon ng Be—,Posts or Girder Trusses above shall be(2)Studs,u.o.n.Sea General Structural <br /> 112x6 WI HUG26 2 J I I_..._ll (1)Lrt6 11 g requirements. O <br /> 1"0 POST h - HUQ1, - S09 - (2)216 (2)2x6 W/ 6 P Notes for fa—lin ^ Q <br /> TO POS TO PO 2 13/S07 12. See 10/806 for Simpson to USP hardware conversion table. 0 <br /> j END TRUSS TO POST SOBTOPOSTHUC26-2 (H=5 <br /> eNo b, - 6 6 S09 LEGEND <br /> SO6 <br /> OL SIDE(RIGHT <br /> ONLY (TOP ONLY AT ENTRY XX <br /> ) DOOR,EXTEND FULL S X DETAILCALL-OUT <br /> LENGTH OF EA. H. <br /> SHEAR WALL)EXTENDED FROtJT r( l ':fir'i � <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/S06 F <br /> , i <br /> BEARING OR SHEAR WALL BELOW h <br /> BEARING OR SHEAR WALL ABOVE <br /> a <br /> (F) FLUSH FRAMED(BOTTOM FLUSH Al BOTTOM OF FRAMING) <br /> � o <br /> POST BELOW <br /> PT. W LD. BLOCK THRU FLOOR FOR POST ABOVE K <br /> FOR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 S 04A <br />