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0 <br /> �J <br /> �S <br /> W <br /> E V <br /> W " <br /> U2 ' 2� <br /> IL= i w3 <br /> Q =w <br /> Oo <br /> ram <br /> N <br /> m <br /> L` <br /> � ry <br /> v 2ig <br /> Z d�5 <br /> W�Fn <br /> z g <br /> zi= <br /> u: <br /> Zy T__I <br /> OF rig <br /> h I <br /> a _ _ <br /> i 11 11 FLOOR FRAMING PLAN NOTES: <br /> _- <br /> �50� S09 1. loot athmg shall be an thick T&G(Panel pan Rating conforming <br /> with long dimension perpendicular to supports.Glue gi'ealhiny <br /> to all Framing Members and Blocking below with adhesive wnforming to A.P.A.SpecikoM1on AFG-Ot.Fasten Sheaming to <br /> Framing wigr 0.131"0 x 2Y,"Nails or Simpson WSV#9x214"screws as follows: �\ <br /> - -N ILL _ WALL SHTG IFraming,Edges 6"oc co W <br /> - -"— —-- CinvT lhl... CONT.THRU Framing,Field 1D"oc K� <br /> CORNER <br /> Boundaries Blacking Struts eoc <br /> a <br /> Y At areas indicated as Blocked Diaphragm provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheatli rig Panel �L�.I <br /> _ -- Edges.Fasten Sheathing to Framing and Blocking vnth 0.131"0 x 7Y Na Is or Simpson WSV#9x2 z screws as follows. z V <br /> Framing Edges 4'oc Q <br /> (2)CS16xX-0" taming Fiel 10 oc <br /> BEAM TO EA. <br /> t I Boundaries,Blocking,Struts 4'oc �Qr� <br /> PLATE See D a—fle for other Sheathing Nailing requirements n <br /> t— l P I__4 f 16 2 Floor Framing shall be as,nd'cated on plan Refer to General Structural Notes for other rsgl irements. z <br /> LOW ROOF S09 <br /> TRUSSES ROOF FRAMING PLAN NOTES: O <br /> I I 3. Roo/Sheathing she a te"thick anal pal eM1ng 4/16).Fallen Sheathing to Framing with 0.1310 x 'Nail9 as foilow9: <br /> o Framin9 Edges_r6"oc <br /> "10o hLl 4 ^d, RDWARE .��(IL ALL FRAMING OR HARDWARE Framing Field 12'oc <br /> Nr III d ECtF1ED m p NO7 SHOWN OR SPECIFIED Boundaries Blocking,Struts 6'oc W <br /> 11f,x O v F L '.I I. gNGED ] I TO REMAIN UNCHANGED At Unframed Panel Etlges provide PSCA From rig Clips centeretl between each Frming Member.See Drawings for other J <br /> Sheathing Nailing requirements. Uj LIJ <br /> Z - -- Z At ar.ashrol-ted as Blocked Dia hr Q <br /> a w GLB PER 60'. <br /> a w GLB PER SO4 li agm,provide 2x with <br /> 0.131"0 g(per General llowsural Notes)at all Unframed Sheathing Panel <br /> J J Edges.Fasten Sheathing to Framrtg and Blocking with 0.13t"0 x 2Y"Nails as follows: <br /> L YW ROOF HHUS5.50/10 Framing,Edges 4"oc <br /> TRUSSES I Framing,Field 12"oc <br /> Q 24"oc I Boundaries,Blocking,Stuts 4"oc <br /> 'I See Drawings for other Sheathing Nailing requirements. ` <br /> 4. Roof Framing shall be as indicated on plan.Refer to General Structural Noes. 1 <br /> 12 W <br /> j =-> 5. Trusses marked SINI shall be designed to accommodate the indicated loads and connections. <br /> 50 S08 IX <br /> - 6. Overftaming Members shall be 2x4 @ 24"oc posted down to main framing below w/2x4 it$48"oc,staggered,or as indicated by the O LU <br /> • Thus.Manufacturer. W <br /> 7. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blacking in accordance with Nola 3. J <br /> LL <br /> 8. Provide H2.5A Clipeach side or TLOK6 Screw each t 2 1 I Girder TNss ends,t p. <br /> 4x10 � a ply 2-ply or greater y <br /> WALL FRAMING PLAN NOTES: (� <br /> 9. x��ls shall be hear Walltype 1 with 6 Studs @ 1 oc,u.o.n, v <br /> InI'-Walls shall be 2x4 Studs®16'oe u.o n —I <br /> FJ41- <br /> ILA— <br /> zc Mo.adjacent Shear Walls are in contact hill studs together per 31S06.See 1/S06 for special stud requirements at Shear Wall <br /> types P1-3,P1-2 and P2-2. UJ C Z <br /> �SOg S09 t0. Heads,shall be 4x6,u.o.n.See Dated 13/S06, a 0 <br /> 11 Built-up Stud Groups in Walls supporting Beams,Posts orG rder Trusses above shall to(2)Studs,u.o.n.See General Structural V <br /> EXTENDED GARAGE OP I%)N LLi[7, 3-CAR GARAGE OPTION-ELEV.'A Notes for fastening regoiement$. <br /> 12. Sea 1 WS06 for Simpson to USP hardware conversion table. L <br /> D <br /> LEGEND <br /> SX.X <br /> DETAIL CALL-OUT <br /> P-X SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> BEARING OR SHEAR WALL BELOW N <br /> F- <br /> K <br /> BEARING OR SHEAR WALL ABOVE IL <br /> w <br /> (F) FLUSH FRAMED(BOTTOM FLASH W/BOTTOM OF FRAMING) S <br /> ¢ i <br /> POST BELOW <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 <br /> SO4.1A(M) <br />