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C <br /> r <br /> r 4�' <br /> a =T <br /> n'= <br /> m <br /> 1s <br /> T <br /> a; xss <br /> 1rt <br /> FLOOR FRAMING PLAN NOTES: <br /> 1, PIZ Sheathing shall be':'thick T&G(Panel Span a trig 481241 loth fang dimension perpendicular to supports.Glue Sheathing <br /> w all Framing Mambers and Blocking below with adhesive conio,ming to A.PA.Spadfiration AFG01.Fasten Sheathing to <br /> raining th 013t t3 x 2Y N r Simpson WSV stq'2Y'screws ss follows. <br /> Framng Edges 1 6'oc cow <br /> Framiny Field 10'oc <br /> Bounda - elo king Struts 6'oc -J <br /> 6. 11 At areaindicated BI h d D-ph gm provide 2x Flat 31m 1 n,mar General Structural Notes,at all U t d SI thing Panel wal S09 d Edges.F t Sheath-9 to F a,ng and Blocking with 0131 O x 2Y Na'I5 or So npson WSV#gx2 r screws as hollows. <br /> 11 Framing Edges 4'oc Q <br /> I'1_S I - Framing Field 10'oc <br /> __ Boundaries,Blocking Struts 4'oc � Q i <br /> I J/L L 1i TG WALL SHTG p2K6 See Dr g t otherSheathing Naiing equirements. <br /> III f NT THRU -, h <br /> CONT.THRU Floor Fra,ong shall be as'ntlicated on plan Refer to General SI I Notes for other req z <br /> �;KNtR O <br /> ROOF FRAMING PLAN NOTES: O <br /> (2)CS1 ax3 0 3�Roo�Sheath'ng shall be ie ih (anal Span Rat ny'14/to).Fasttin$heamtng to Framing w ih 0.131 O x 2);'Nads as hollows'. <br /> III bC i 1 �I j 1 BEAM TO EA Framing,Edges_ 6'oc I'- <br /> - L I PLATE Frerning,Field 12"oc Q <br /> r <br /> LUVV f 4 it 12 Bouncianes,Blocking Struts 6 oc W <br /> TItl1SJ �T"''--l J[1t,, S08 At Unframed Panel Edges,provide PSCA Framill9 Cgps centered between each Framing Meinue,.See Draw'gs far atI a <br /> so Sheathing Nail rig reyu remenis <br /> c II o W <br /> 8 4 LOW ROOF I(7 6 At areas Indicated as Blocked Diaphragm.prowtle 2,Flat Block-rig(per General Structural Notes)al oil Unlr n Sheathing Panel <br /> . p TRUSSES d Edges.Fasten Sheathing to Framing and Blocking with 0.131'-0 x 2k"Nails as follows: <br /> �0 ¢ @ 24 oc x¢ Framing,Edges 4'oc <br /> II — <br /> Fill <br /> ci� lip~ m o I � Framing,Field 12"oc <br /> i W HHUS6.60/10 Boundaries Blocking,Struts <br /> ud I Sae Draw tgs for other Sheathing Nailing equinknents <br /> _GL8 PER SO4 <br /> S �., < I Roof Fr a no tg shall be as indicated on plan.Refer to General Stnclural Notes. <br /> 'III 18 I u m Trusses arked Strut shall be designed to accommodate lha td A loads and connections. N w <br /> S0g y j� r Lim✓ l ALL FRAMING OR HARDWARE s. Ovadram-rig Members shalt be zxa C$t4 oc posted dpw 1 one,Gamng Uelow w/zx4 46'oc,siaygere1.or as rdicaied by the w <br /> NOTSHOWNORSPECIFIED Truss Manufacturer. O Q > <br /> MA TO REIN UNCHANGED I LU II III /, Provide solid Flat Blocking at all Velleys.Fasten Sheathing to Blocking n accordance with Note 3. <br /> 0CLb. Pro Id,H25A Clip each side orSc—TLOK6 Sc eadt ply at 2-ply or greats,Girder Truss ends.typ Q <br /> WALL FRAM NG PLAN NOTES: <br /> II + <br /> I <br /> J <br /> II I � <br /> \� 6 <br /> I 9. rior cans sna�e Shearwa type 1 wM 2x6 Swds¢y 16 � �./ _� <br /> axto 0 Interior Walls shall be 2x4 Surds Q 16o uon <br /> L— TT + Where adjacent Shear Walk are n contaU tat studs together 3lSOfi.See 1IS06 tins I.i <br /> 1 P1-6 psc al stud regr menls ah Shear Wag <br /> typos P1-3,P1-2,antl P2-2. U I O <br /> 11 10, Headers shall be 44 b-ii,See Detail 13l506, F• <br /> p Groups n ppo g - t sses above shall be 12)Studs u.u.n.See General Shuctural U <br /> L- 11. Bu,ll-u Stud Grou Walls su Nn Beams,Posts or Girder <br /> Notes for fastening requirements. Q <br /> 12. See Id1SO6 for Simpson to USP hardwaa conversion table. L <br /> 3 <br /> LEGEND <br /> EXTENDED GARAGE OPlliiiy-L:LE', 3-CAR GARAGE OPTION-ELEV.'A' ---- - — <br /> SX.X <br /> DETAIL CALL-OUT <br /> --- ----- - - ---------- --... �Pt-� SHEAR WALL BELOW PER SCHEDULE OF IIS06 <br /> m <br /> y <br /> I 1 BEARING OR SHEAR WALL BELOW t <br /> K <br /> BEARING OR SHEAR WALL ABOVE a <br /> IF) FLUSH FRAMED(BOTTOM FLUSH W1 BOTTOM OF FRAMING) <br /> O <br /> POST BELOW <br /> W <br /> PT,LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> d 1 2 a 6 <br /> SO4.1A(M) <br /> 1 <br />