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W <br /> t7 r sC <br /> _ 21 <br /> IY o <br /> V � <br /> L <br /> -F- <br /> mm <br /> T. <br /> a <br /> W <br /> i <br /> T. <br /> 5166 <br /> i FLOOR FRAMING PLAN NOTES: <br /> 1. a irg s a be.tick an—Ie'Spa, acing 46/24)with long dimenslon perpendicular to supports. us Sheathing <br /> to all Framing Members antl Blocking below with adhesive conforming to A.P.A.Specificatk n AFG-01.Fasten Sheathing to �- <br /> Framing with 0.131"0 x 2y"Nails or Simpson WSV#ex2K"Scraws as follows: <br /> Framing,Edges 6"oc VM <br /> aming,Field 10"oc K! <br /> undaries Blocking Struts 8 ocLL <br /> I SU5 tO S09 At areas indcatad as Blocked Diaphragm provide 2,Flat Block rig Iper General Structural Notes)at.11 Unframed Sheath rig Panel <br /> dEdges.Fasten Sheathing to Framing and Blocking with 0 131 0 z 2 z Nails or Simpson WSV#91Q-F screws as follows: w <br /> \I Framing,Edges 4'oc <br /> -- -' - Framing,Field 10'oc <br /> 4 Pt a '. I Bountlanas Blocking,Struts 4"oc �� <br /> _ '- q <br /> See Draw ngs for other Sheathing Na ling requ amenls.WALL SHT WALL SHTG-ONT.THRU - ------- CONT.THRU 2. Floor Framng shall be as indicated on plan Referto General Structural Notes for other requirements. zCORNER CORNER OZP1-6ROOF FRAMING PLAN NOTES(2) _I i= (2)CS 3. RoofSheathing shal be'iy"thick(anel Seen Rating 2416).Fasten Sheathing to raming with 0.13VIDx ,'Na Is as follows: Q <br /> BEAM IFraming,Edges 6"ac J F— <br /> PL ft I PLATE Lj Framing Field 1Y'oc Q <br /> l! IfI it 12 LOW ROOF Boundaries ruts 6"oc Blocking,St w <br /> - - ii,S06 III TRUSSES At Unframed Panel Edges,provide PSCA Framing Clips centered between aaUt Framing Member.See Drawings for other W <br /> dd @ 24 oc Sheath rig Ni I'ng raqu reniente. J <br /> O <br /> LOW i ES U'Wa III y At areas indicated as Blocked Diaphragm provide te 2x Flat Blocking(per General Structural Nos)at all Unhurried Sheathing Panel W <br /> TRUSSES 1 Vl Edges Fasten Stashing to Frani ng and Blocking with 0.131 0 x 2Y'Nails as follows. m <br /> 64 0li rf I j Frani rig,Etlges 45.7c x <br /> - J,, __ .! i - ?e3 ell o m Frammg,Field 12"oc <br /> - HHUS5.50I70 z Bountlanes,Blocking,Struts 4'oc <br /> - l' lwyi a Sea Draw f other Sheathing Nailing is <br /> GLB PER SO4 9 g g requ remen <br /> j 4 Roof Framing shall be as indicated on plan Rafe,to General Structural Notes. <br /> ` III I 16 S. Trusses marked Strut shall be designed to accommodate the od cated leads and wnnecuons /�/ LLI <br /> ALL FR,AroivaG�r '.r. t �" I ALL FRAMING OR HARDWARE A'T S09 6 Ozcrfran rig Members shell be 2xq 24 oc g ggeretl or as indicated by the � W <br /> NOT SHOWIJ L r IL-:i r�/ I. < Qo posted down to main taming below w/2z4 Q 48 oc.sta W <br /> NOT SHOWN OR SPECIFIED l Truss Manufacturer. O <br /> TO REMAIIJ llN h vloEi- TO REMAIN UNCHANGED <br /> C Provide Saud Fiat Blocking at all Valleys.Fasten Sheathing to Block rig ,=c ance with Note 3 <br /> I. ^ 0 <br /> I III 0 8. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends.lyp. O 1..� O <br /> WALL FRAMING PLAN NOTES _ _ <br /> 9 Exterar Wells be Shear al type Pt-6 with 2z6 Studs 16 o ac o n LL <br /> Inlar or Walls shall be 2x4 Studs Q 16oc <br /> i1 a W2x� Where adjacent Shear Walls ani—contact,nail studs together per 3/506.Sea IIS06 for special stud requuenlems at Sneer Well <br /> types Pt-3,Pt-2 and P2-2. O <br /> — <br /> 11 10. Headers shall be ass u c n See Detail 13/SO6. ^ <br /> 11 Br II-up Stud Groups n Walls supporting Beams.Pasts or G'rtler Trusses above shall be(2)Studs u.u.n.See General Structural <N U <br /> Notes for fastening requirements. M p I <br /> 12, Sea t OISO6 for Simpson to USP hardware conversion table. LL L <br /> GP"[ION-_ELE' LEGEND_✓. u EXTENDED GARAGE OPTION-ELEV.'B' -- <br /> XX DETAIL CALL-OUT <br /> sx.x <br /> ----- - ---- —. SHEAR WALL BELOW PER SCHEDULE OF 11SO6 <br /> tp <br /> 1 BEARING OR SHEAR WALL BELOW h <br /> r <br /> E <br /> K <br /> BEARING OR SHEAR WALL ABOVE y <br /> j (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W o <br /> o <br /> n <br /> POST BELOW —-- <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> I <br /> 0 1 2 4 8 16 rSO4.1 B <br />