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12�2 <br /> >' <br /> W <br /> o <br /> G iZ <br /> u W <br /> w s <br /> IL iw <br /> OO <br /> ye m <br /> o 13 1 <br /> SOB SOB <br /> 508 CS16x3'-0"- <br /> 4 5Ysx13Y2 GLB(DROPPED)BFAM TO PLATE P1 6 <br /> m .0 _F DR -- -I <br /> do <br /> o S06 LUS210, S08 low <br /> HORIZ.HTS30C• P ���. -TYP LINO <br /> BEAM TO PLATE _ JIIL tlllY <br /> - ..-.__. f G . <br /> 4x8 3Yzx12 GLB <br /> 1 8 <br /> SOB i('{ <br /> 2x12 HF 2 <br /> i6"oc, <br /> 2 TYP.UNO ADJUST SPACING AS REO'D <br /> S08 FOR PLUMBING,TYP.(SEE9<-N4U.\1 <br /> AS FOR PLUMBING DROP 1 FLOOR FRAMING PLAN NOTES. <br /> DIMENSIONS) SOB 7. oor Ireathing &G(Panel—Speri fFating 46124)WRF long dimension perpendicular to su�lueu atlUng <br /> II II II to all Framing Members and Bl.*I.g below with adhesive contonning to A.P.A.Speeiticetion AFG-01,Fasten Sheathing to <br /> Framing with 0,131"0 x?)s"Nails or Simpson WSV a5x21z"srsews as follows: <br /> 2x.2 HF112 Framing,Edges 6"oc <br /> 12"oc Framing,Field 10"oc '00 CD <br /> 3 Boundades,Blocking,Struts 6"oc 1 e <br /> 2 SOB d At areas indicated as Blocked Diaphragm,provide 2.Flat Blocking(par General Strucural Notes)at all Unframed Sheathing Parcel L L_ <br /> 2}b, I �}S Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y,"Nails or Simpson WSV 49x2X"screws as follows' T w <br /> DBL J I. <br /> F <br /> Framing,Edges 4'oc <br /> -- - c Framing,Field 10"oc <br /> Boundaries,Blocking,Struts 4'bc <br /> aSee Drawings for other Sheathing Nailing requirements. <br /> 2. Floor Framing shall be as Indicated on plan.Refer to Gana,al Str runs Notes for dollar requirements. z t <br /> Pi 6 ROOF FRAMING PLAN NOTES Z <br /> �r o0 1 — <br /> 8 e n shall be [hIU anal S an 9 is ( P abn 24/161.Fasten Sheathln b r�mm with p.131^ x � ( ' <br /> ry� 9 9 g 0�J, f�a11s as olbws'. O <br /> Q <br /> SO6 <br /> Framing,Edges 6"oc <br /> _ Framing,Field 12"oc <br /> I <br /> 'mma des,Blocking,Struts B"oc w > <br /> -0"-LAP LOWER `Lry+ 22} At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other W <br /> 9 Sheathing Nailing requirements. J <br /> ATE 1'4"AND W <br /> 0 <br /> i TO FLAT 2x4 At area.indicated as Blocked Diaphragm provide 2x Flat Blocking(par Ganeral Structural Notes)at all Unframed Sheatlimg Panel <br /> DEL JOIST FSheathing ng and Bicok ng w th 0 131"0 x Vy Nails as folows' Q <br /> TWN STUDS O Edges.FasFraming,Edges rams 4 oc <br /> - - v 4 y Framing Field 12"oc <br /> LLO 2}s SOB Sea Drawings Sheathing Nd'nu15 4"oc <br /> g ng g requirements. <br /> O <br /> 0 0 .1,6 5Yax16Yz GLB(DROPPED) 4. Roof Framing shall be as indicated on plan.Refer to General Structural Notes, F <br /> CS16x3'-0"- <br /> PLATE TO PLATE <br /> 5 Tmssas masked Strut shall be designed la acwmmodale the'ntlrcatetl loads and oonneclons. LLI <br /> ALL FRAMING OR HARDWARE QS\'Oy 6 Overtramng Members shall be 2x4 24 oc posted down to ma n framing below air 4d oc,staggered,or as IntliWted by the <br /> NOT SHUV'JN OF.SPECIFIED z N LL L21 Trues Manufacturer. O ; <br /> TO REMAIN UNCHANGED q� i N 7. Provide said Flat Blocking at all Valleys.Fasten Sheathing to Blocking in a¢ordance with Note 3. O J^ W <br /> OO B. Provide H2 5A Clip each side TLOK5 Screw each ply as 2-ply or greater Grolier Truss a tds typ. CL 0 <br /> � 1 <br /> WALL FRAMING PLAN NOTES �s• /n } <br /> BOB 9 xtenor Walls shs be§hear yi�la l ttyp P1 8 w Ut 2x8 5w�s('4 76 oc u.an -- LL �•— <br /> Inlerwr Walls shall be 2x4 Studs®16 0 u r Z V <br /> � a <br /> IFS 5yx12 GLB `a+d, 94+6 ryry+b 5Yzxl 3Yz GLB +s ?�t6 Where adjacent Shear Walls in contact na I studs together per 3/S06 See 1/SO6 for special stud requ remenes at Shear Wall <br /> t,G. RIM+/-10 0' (EXTENffRjRL[ <br /> ryPes P1-3 P1 2 and P2-2 Y 10 Headers shall be 4x6 a o.n.See Oatah 13/SO6SHTG LEDGER— 2x4 SHTG LEDGER OWI(2)12d EA STUD — — _ — J U <br /> NIONC ee <br /> (rtLSS �- �- - W/(2)12d EA STUD 11 Bu li SWd Groups In Walls supporting Beams Posts or Groat Trusses above shall be(2)Suds,u.o.n.See General Structural /1 <br /> -- -- MONO TRUSS - Notes for fastening requ rements <br /> (2)2x0 VV/HUC2d�2 I��_ . <br /> 11 6 2 Sea 10/SO6 for Simpson to USP hen)wara converclon table <br /> 90S (2)2z6 (2)2x6 WI <br /> TO POST NI VL TRUSS (2)2x6 Uvl HUC26-2 HUC26.2 S08 13/SO7PER 1 <br /> -"- LL <br /> TO POST END TRUSS TO POST <br /> ell <br /> 1 ' ( TO POSWy THUC26-2 (H-5 Fi) <br /> S09 _ i6 <br /> END TRUSS B B $09 LEGEND <br /> ,d (RIGHT (TOP ONLY AT ENTRY XX DETAILCALL-OUT <br /> SGEi_I SIDE ONLY) DOOR,EXTEND FULL <br /> \ LENGTH OF EA, <br /> SHEAR WALL) SHEAR WALL BELOW PER SCHEDULE OF i/SOB g <br /> 7 <br /> EXTENDED FRONT FORCh ON i'ION-ELEV.'H f—----L—� BEARING OR SHEAR WALL BELOW <br /> BEARING OR SHEAR WALL ABOVE <br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) N <br /> a N <br /> � o <br /> POST BELOW <br /> PT.LID. BLOCK THRU FLOOR FOR POST ABOVE <br /> HEIR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 S 04A <br />