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w <br /> cJ <br /> w <br /> C' <br /> x( <br /> On <br /> F, <br /> �T <br /> OB 13 Q O <br /> -CS18x3'-0"- rrr��W777aa V5 <br /> y—�{F•-G 4M TO PLATE 5)x13Y2 ISLE(DROPPED)IN <br /> AI <br /> g ' SOB <br /> SOS ❑ HORIZ.HTS30C- x <br /> t _ _ P BEAM TO PLATE <br /> 3Y2x12 CL.•Ir, 4xB 2 W <br /> 9 <br /> I f II III 1. I� S08 <br /> ,1 T. <br /> _-- <br /> � I II I <°� <br /> I I <br /> II <br /> 2x12 F#2 <br /> 16"cc, <br /> --ADJUST SF'Ht IN I, P.UNO <br /> 2 <br /> FOR PLI-Mi J. S08 1TNll, <br /> A6 FOR Lul tl FLOOR FRAMING PLAN NOTES <br /> S118 DIME J r 1 loot aath ng-A-- <br /> a x ih ck G(P 15�8124) ih g d m p p nd'cular to supports.Glue Shea[hmg <br /> \ - to all Raming Members antl BI k g b I unit adhesive con( g to A P A.Speafical,on AFG 01 Fasten Sheathing to <br /> Frem Ag with 0 131 0 x 2Y Nails or SimpsonWSV if gx2Y screws as follows: (— <br /> Framing Edges 6'oc /.r1 w <br /> @ Frammg Feld 10'oc v�.J <br /> Boundaries,Blocking,Struts 'oc J <br /> 3 At areas n,d I d Hiocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel LU <br /> 6 SOB .V}6 Edges Fast' SI tl ng to Framing and Blocking with 0.131 0 x ZV'Na Is or Slmpson WSV p9x2k.•screws as follows: q <br /> ti II ti Fram ng Edges 4'Oc <br /> 'I DEL JOIST IF) Framing,Field 10"ac <br /> It- _. Boundaries Flocking,Struts 4'oc `� Q <br /> Sea Drawings for oNar Sheathing Nailing Is /n <br /> a 9s g grequ remen � V <br /> 6 I , III 2 Floor Framing shall be as Indicated on plan.Refer to General Structural Notes for other requirements ' <br /> �,,_ _ - U III,•, n ROOF FRAMING PLAN NOTES a <br /> 6 3, RoofSheathing shall rs to (Panel Span Rat ng 24%'�bf Fasten Sheet n ng w Ih 0.151-0 x 2Neila as follows. <br /> NSpy Framing Edges 6'oc J <br /> Framing Field 12'oc W <br /> Boundaries,Blocking,Struts 6'oc W <br /> +y At Unframed Panel Edges,prow Ee PSCA Framing Clips centered between each Frannng Member.See Drawings for otl,ar <br /> ShaaNin Nailin r emenis.g g equu <br /> + _ _ T <br /> �CS16xe 0 LAP LOWER i W <br /> / TOP PLATE FLAT <br /> AND At indicated as Blocked Dia 1 g(per General Structural West at all Unframed Sheathing Panel <br /> _ g p,ragnt,provide <br /> wiNl 0.B31c0 x IX"Nails as follows: <br /> DEL JOIST(F) ATTACH TO FLAT 2z4 m <br /> BLKG BTWN STUDS Edges.Fasten Sneamin ro Framing and BIOWn <br /> Framing,Edges 4 oc <br /> Framing,Field 12"oc <br /> p� 4 ,I}6 Boundaries,Blocking.Struts 4"oc <br /> SOS h Sea Drawings far other Sheathing Nailing raquiremenls. <br /> I <br /> - O 4 Roof Framing chall be ac Indicated on plan Refer to General Structural Notes <br /> CSibF3•V- �yZ{d• w' S Trusses marked Stutshallbe desgeedto contmodate the indicated loads and connecdora W <br /> PLATE TO PLATE ®) 0' <br /> /+T 6. 0..ki ming Members shall be 2,4 Q 24 oc posted down to maTin framing below w/2x4 Q 48 oc,staggered.or as Indicated by the LL. LLJ <br /> t` ALL FRAMING OR HARDWARE Truss Manufacturer. < <br /> +6' O NOT SHOWN OR SPECIFIED O W <br /> t <br /> TO REMAIN UNCHANGED 7. Prowtle sal d Hal Blockng at all Valleys Fasten Sheathing to Block ng l accomanca wdh Nole 3. <br /> m d Provide H2 5A CI p each side rLOKb Screw ch ply at 2 ply or greater Girder Truss endb typ. O O <br /> l WALL FRAMING PLAN NOTES !11 ♦— <br /> 5 + 9 Exterior aINShear Wall tyy P1{ tl 2 6 St ds 16"oc u o n <br /> 0 _ <br /> ❑ �. ! tS 6 `t' SYxx12 GLF ry TO POST <br /> ti SYa%12 GL Interior Walls shall be 2x4 Std �,I6 <br /> ❑ N! ' 22 'lf6 S08 RIM+/-10'0" ry+� HU026-2 6 F ,yry+6 Where atliacam Shear Walls i ontacL ne studs together per'S/S06.See IIS06 for spacial sti d requ re nits al Shear Wall Li z <br /> O <br /> I;HN + + <br /> __ _ types P1-3 11-2 and P2-2 1 1 1 O <br /> --I - W. Header,shall be 4x8 u o n See Detail13/SO6 l r�s TI NTJ T <br /> All I' ATTACH LOW ROOF _ —— III( ATTACH LOW ROOF Q U <br /> DIRECTLY TO RIM II - DIRECTLY TO RIM 11. Buil4up Stud Groups In Walls suppun ng Beams Poata or Girder Trusser above shall be(2)Stud,u.o.n.sea General S"iructural <br /> _ END TRUSS BEAM PER 12/SO8,SIM TEND TRUSS BEAM PER 121SO8,SIM Notes for fastening requirements. L1� <br /> -PER 6 W/HUC26-2 11 (211 2x4 RAFTER I ONO TRUSSES 12)2x6 W/HUC26-2 12. See 1D/SO6 for Simpson to USP hardware—version table. <br /> 15/S07 S08 TO POST 24"oc TO 24"oc TO POST <br /> !FI-5'-S SRS @ 24"o END TRUSS <br /> END TRUSS MONO (2)24 W!HUC26-2 2x FULL DEPTH <br /> TO POST + x6)2 <br /> TH LEDGER 11 RUSSES LEDGER WI(2) LEGEND <br /> RUSS VERT BOB 8 �21. 8 12d EA TRUSS <br /> S06 SOB VERT <br /> (TOP ONLY AT ENTRY (RIGHT 11 DETAIL CALL-OUT <br /> DOOR,EXTEND FULL SIDE ONLY) S09 <br /> LENGTH OF EA. <br /> SHEAR WALL) l P11 SHEAR WALL BELOW PER SCHEDULE OF 1/S06 m <br /> N <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' BEARING OR SHEAR WALL BELOW <br /> s <br /> w <br /> [__-] BEARING OR SHEAR WALL ABOVE d <br /> IF) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) <br /> Q <br /> POST BELOW <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 to SO4B(M) <br />