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C <br /> s <br /> W <br /> w � _ <br /> UC n <br /> LL= i <br /> w <br /> U J J <br /> a I Tr <br /> Il <br /> rn c <br /> 0. 2 <br /> I �is2fayv.lr`� <br /> FLOOR FRAMING PLAN NOTES: ""'---'- <br /> 1 Flo i§ .lTilny sFaT"h7"thickic T6(franel open Rahng 48/24)wnh long dimension perpendicular to supports.Glue Sheathing <br /> to all Framing Members and Blocking below with adhesive conforming to A.P.A.St—fication AFG-01.Fasten Sneaming to <br /> Framing with 0.'131"0 x 2Y"Nails or Simpson WSV#9x2Y"screws as follows: <br /> Framing,Edges 6"oc <br /> KM <br /> Framing,Field 10"oc J <br /> 11 Boundaries,Blocking,Struts 6"oc U— <br /> s U. <br /> —'-i�/ At araas mdica[ad as Blocked Diaphragm,provide 2,Flat Blocking(per General Structural Notes)at all Unframed Shaathmg Panel LU <br /> � � S09 <br /> Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x�"Nails or Simpson WSV#9x2Y"screws as follows <br /> a Framing,Edges 4'oc <br /> - r — Fng Field 10'oc Q <br /> B dan s,8locknlg Struts 4'oc U <br /> LL — 2,y6 WALL HTG Be.Draw n9 t other Sheathing Nailing raq' .1 r n <br /> S V <br /> CONT.THRU CONT.THRU 2. Floor Framing shall be as Td caled on plan Ref to General Structural Notes for other requirements, z I <br /> I � CORNER <br /> Pi-6 ROOF FRAMING PLAN NOTES O O <br /> (2)CS I'xs-ti'---1�� (2)CS16x3'-0"- 3 Roof Sheath rig she m Ih ck anal Span Ral rig 24/16,.Fasten Sheath rig to ram rig with 0131"0 x "Naih as fol ows: <br /> BEAM TG F?.. )II I BEAM TO FA 12.. <br /> raming Edges <br /> PLATE .I ( PLATE �. Framing,Field 12"oc <br /> 12` 1 l2 I LOW ROOF Boundaries,Blocking,Stints 6"oc w <br /> �,O6 I S08I TRUSSES At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other LLJ <br /> ✓ C I 0 I Q 24"oc Sheathing Nailing requirements. = J <br /> m <br /> a I �LOVJ I'tOOr 0 a I'I N At areas indicated as Blocked Diaphragm.provide 2x Flat Blacking(per General Swctural Notes)at all Unframed Sheathing Panel w <br /> ,1 TRUSSES Edges.Fasten Sheathing to Framing and 810 ing with 0.131"0 x 2Y"Nails as follows: <br /> pI. @Z4"oc m <br /> Framing Edges _1 4'oc <br /> Framing Field 12'oc <br /> ._. _ <br /> HHU55.50/1U-- II 1 - HHUS5.50/10 I w a Boundaries Blocking,Struts I 4'oc <br /> GLB PER Sua See Drawings for other Sheathrig Nailing requirements.�;' GLB PER SO4_ m <br /> � --ff � 4. Roof Framiny sha0 be as ndcatetl on plan Refer to General 51 t I N t <br /> 16 5 Trusses marked Strut shall be designed to accommodate the dl a t d load load$a,mnnecdons N LLI <br /> ALL FRAMs G OR r--RDVVAR Cl:. E '.� ALL FRAMING OR HARDWARE y'T S09 6, Overtra�nmg Membere shell be 2x4 Q 24'ac postetl down to-na,frari rig hWaw wl 2x4 op 48 oc.staggered dr as mdicalad by the LL z <br /> NOT SHOWN OR bf LCIFIE C% 1 I NOT SHOWN OR SPECIFIED Truss Manufacturer O LU <br /> TO REMAIN UNCHANGED TO REMAIN UNCHANGED W <br /> ]. Provide sold Flat Blocking at all Valleys.Fasten Sheathing to Block ng-n accordance with Nate 3, <br /> O ^ LL <br /> 0 8 Pro v de H2 SA Clip each side or TLOKG Screw each ply at 2-ply or greater Girder Truss ends typ. L.L LL <br /> �I 'i III Nry+ WALL FRAMING PLAN NOTES. __- (n Y <br /> 4x111 Extend' <br /> tenor Walls shall be Shear Wall type P78 with 2x6 Studs Q 16 oc u.o.n. LL t.J H- <br /> Interior Walls shall be 2x4 Studs Q 16'oc u o n <br /> _ 2 Nz , <br /> Where adlacant Shear Walls are in contact hall studs together per 3/S06.Sea VS06 for special stud requ......l Shear Wall Lim z <br /> types P1-3 P1-2 and P2-1. LL Z> O <br /> 11 10 Headers shall be 4zfi u d n Be,Detail 13/806. <br /> 11 Built up Stud Groups-n Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs u.o.n.Be,General Structural ('� 0 U <br /> Notes for fastening requirements. LL Q i <br /> 12. See 10/S06 for Simpson to USP hardware conversion table. D 0 <br /> � I <br /> 3-C,4k GARAGE OPTION-ELEV. 3 EXTENDED GARAGE OPTION-ELEV.'B' LEGEND <br /> S X DETAIL CALL-OUT <br /> a <br /> SHEAR WALL BELOW PER SCHEDULE OF 1406 <br /> II BEARING OR SHEAR WALL BELOW to <br /> F <br /> BEARING OR SHEAR WALL ABOVE pW, <br /> IF) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) ry <br /> 0 <br /> POST BELOW <br /> W <br /> PT.LID. BLOCK THRU FLOOR FOR POST ABOVE <br /> HEIR HEADER PER PLAN NOTE 10 ��( <br /> 0 1 2 4 8 16 SO4.1 B <br />