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0 <br /> Ns <br /> W <br /> p xl <br /> IY'^ <br /> U� U air <br /> LL= i tie <br /> lit <br /> Cc <br /> min <br /> n <br /> � ry <br /> w F` <br /> W P <br /> vy. <br /> [•Zi,< z <br /> °F. jA <br /> � C <br /> a <br /> 11 it FLOOR FRAMING PLAN NOTES: <br /> S09 BOB Fioor heathing shall be'/.thick TBG(Pane Span Ra,94 824)wah ong dimension perpentlieularro supports.Glue Shea <br /> ra thing <br /> tp all Framing Members and Blocking below with adhesive conforming to A.PA.Spedlficalian AFG-01.Fasten Sheathing to <br /> 1 Framing with 0.131"0 x vNails or Simpson WSV#9xwx"screws as follows: � LL---WALL 5H1 WALL SHTG Framing,Edges 6"oc coW w <br /> CONT.THRt, CONT.THRU Framing,Field 10"oc w <br /> a yntl CORNEF. A1,ky CORNER Boundades,Blocking,Struts 6"oc U— J <br /> At areas'ndnaled as Blocked Diaphragm provide 2x Flat Blocking tper General Structural Notes)Wall Unframed Shaatlnng Panel �lw <br /> Edges.Fasten Sheathing to Framing and Blocking with 0 131"0 x 2M"Nals or Simpson WSV#9x2Y screws as Inlipws. z <br /> (2)GSt6x3'-O" 2 CS <br /> Framing Edges 4'oc <br /> O Framing red 10 oe <br /> BEAM TO EA. BEAM TO FA. Boundaries,Blocking,Struts 4"W �� Q <br /> I PLATE I I PLATE See Drawings for other Sheathing Nailing requirements. Z <br /> 2. Floor Framing shall be as indicated on plan.Refer to General Structural Notes for other requirements. Z <br /> S09 .I TRUSSES 509 ILOW ROOF ROOF FRAMING PLAN NOTES: an _— O Q <br /> 3. do Sheathing she be is thick(Panel pan 2/ Fasten Sheathing to Framirlg with 0.131'0 x 2'Nails as follows: f <br /> p Framing,Edges 6"oc <br /> Imo ALL FRAMING CiR; RDWARE I c0 a ALL FRAMING OR HARDWARE Framing,Field 12"oc Q <br /> n I O a NOT SHOWN OR:,:ECIFIED m I dp NOT SHOWN OR SPECIFIED Boundaries,Blocking,Salts 6"oc z <br /> TO REMAIN IInF 4NGED j I I TO REMAIN UNCHANGED At Untrained Panel Edges,provide PSCA Framing Clips centered be......ch Framing Member.See Drawings for Dore, J <br /> Sheathing Nailing requirements. W W <br /> 2 Z At areas indicated as Blocked Diaphragm,provide 2x Flat BbcAing tPer General SbuGural Notes)at all Unframed Sheathing Panel J Q <br /> a w GLB PER c;14 d w GLB PER SO4 Edges.Fasten Sheathing to Raining entl Booking with 0.13t"0 x 2Y,'Nails as follows: <br /> W W <br /> m ��-HHUS5.d0l10 m LOW ROOF 'I HHUS5.50/10 Framing,Edges 4"0c <br /> - TRUSSES I Framing,Flekf 12"oc <br /> 24"oc I I Boundaries,Blocking,Struts 4"oc <br /> 'I See Drawings far other Sheathing Nailing requirements. <br /> 4. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. H <br /> 1 v 12 5. Trusses marked Salt shall be designed to accommodate the indicated loads and connections. �J w <br /> -- I sos� sDe L � <br /> 6. Overfraro ng Members shall be 2x4 @ 24"oc posted down to main training below w/2x4(cD 46"oc,staggerod,or as indicated by the O Q j <br /> Trusa Menatact.., <br /> 7. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Note 3. O W ILL. <br /> A L A Ly0 B Provide H2.5A Cliph aide or TLOKS Screw each I 12 Girder Truss ds,t p. <br /> t 4X10 eat ply 2-ply an y 0 <br /> ' --- ----— WALL FRAMING PLAN NOTES. <br /> 9. x�E ter or Wails she I e hear Glall type'{�f with 2x6 Studs @ 16 oc.u.o.n. <br /> -- _ Inter o-Walls shall be 2x4 Studs @ 16 oc,u o n. U <br /> Where adjacent Shear Walls are in contact,nail studs together per 3)S06 Be,1IS06 for special slur)requirements at Shear Wall <br /> 11 11 types PiJ,Pi-2,and P2-2. W C 0 <br /> S09 S09 10. Heatlers WtaA be 4xfi,u.o.n.See Detail 13506. () f- <br /> 11. Built-up Stud Groups in Walk Beam above shall Bea ,Posts or Girder Trusses ab shall he(2)Studs,u.on.See General Structural <br /> EXTENDED GARAGE OPTION-ELEV 'A_' 3-CAR GARAGE OPTION-ELEV.'A' Notes for fastening requirements. 1,�, C) <br /> 12. See 10/S06 for Simpson to USP hardware conversio t table. LL L <br /> LEGEND <br /> sx.x <br /> DETAIL CALL-OUT <br /> SHEAR WALL BELOW PER SCHEDULE OF t/S06 <br /> to <br /> I- 1 BEARING OR SHEAR WALL BELOW N <br /> C <br /> K <br /> BEARING OR SHEAR WALL ABOVE a <br /> IF) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) w o <br /> o a <br /> POST BELOW > <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 t 2 a 9 tfi <br /> SO4.1A(M) <br />