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r, <br /> W <br /> L9 =G <br /> X. o l- <br /> W� <br /> S <br /> li= s w a <br /> l w5 <br /> a cow <br /> s= <br /> H <br /> m <br /> m <br /> T. <br /> sb66 F <br /> tN' <br /> � J Yctw1.1 <br /> a <br /> 11 FLOOR FRAMING PLAN NOTES: <br /> _ �[n/ SOS T.�Sheathing shal be%"tliick BG(Panel Span Rating 4&24 wilwith long dimension perpend'Ic Ter to supports.Glue Sheathing <br /> to all Framing Members and Blocking below wish adhesive conforming to A.P.ASpecificalion AFG-01.Fasten Sheathing to f- <br /> --Pi-u WALL SHTG P1-6 Framing with 0.131"0 x Zy"Nails or Simpson WSV#9x2Yz"screws as follows: <br /> WALL SHTG--- -- Framing,r1g11 6"oc Uf <br /> CON(THRU -- -- - CONT.THRU Framing,Fieltl 10"oc <br /> CORNER ty _ CORNER q Boundaries,Blocking,Struts 6"oc U— W <br /> At areas'ndica[ed as Blocketl O aphragm,prow de 2x Flat Block ng Iper General BVucural Notesj al all Unframed Sheathing Penal 7 LL) <br /> �_ .-...... Edges Fasten Sheathing to Framing and Blocking with 0131"0 x 2Y-Nails or Simpson WSV#9x2`screws as follows: L (D <br /> Framing Edges 4'oc Q <br /> (2)C lu J _.-' (2)CS16x3'-0" Framing Field 10"oc <br /> BEAM TO EA BEAM TO EA. Boundanes,Blocking,Struts <br /> PLATE PLATE I See Drawings for other Sheathing Nailing requirements. V <br /> Pi-4 ! 16 16 2, Floor Framing shall be as indicated on plan.Refer to General Structural Notes for other requirements. Z t <br /> 309 LOWS09 <br /> TRUSSESF O ROOF FRAMING PLAN NOTES: Z <br /> 0 3. Roof Sheathing shall e is thick(Panel Span aang 24/16). asters Sheathing to Framing with 0.131 0 x :"Nails as follows'. O <br /> m 24"0 <br /> oll -- I Framing,Edges 6"o1 z F- <br /> ALL FRAMING OR HARDWARE u ALL FRAMING OR HARDWARE w Framing,Fieltl 12"oc Q <br /> _ NOT SHOWN OR SPECIFIED m p l n NOT SHOWN OR SPECIFIED m a m Boundanes,Blocking,Struts 6"Oc <br /> TO REMAIN UNCHANGED I II j TO REMAIN UNCHANGED p I At Unframed Panel Edges,ploy de PSOA Framing 011ps centered between each Framing Member,See Drawings for other W <br /> X Sheathing Nal'ng requirements.W w <br /> —_.... ]__ W _ _ _ <br /> _ Z Al areas intliraletl as 8locketl Diaphragm,provitle 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel <br /> GLb f'ER 504 L d GLB PER SO4 W tl Edges.Fasten Sheathing to Franking and Blocking with 0.131"0 x 2X,"Nails as follows'. <br /> HHU55.50/10— LOW HOOF n HHUS5.50110 Fra <br /> ro ming oc <br /> ,E dge s 4" <br /> TRUSSES I Framing,Field 12"oc <br /> L 2q^ct3 Boundaries,Blocking,SUNS I4"oc <br /> ZSee Drawings for otter Sheathing Nailing requirements. <br /> III I 4. I Framing shall be as indicated on plan.Rafe,la General Stturlural Notes. <br /> 1 5. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. LIU <br /> S. Overframing Members shall be 2x4 @ 24'oc posted down w main framing below w/2x4 Q 48"oc,staggered,or as ocil ated by the j <br /> Truss Manufacturer, O <br /> III I 1. Provide solid Flat Blocking al all Valleys.Fasten Sheathing to Blocking in accordance with Note 3. .J <br /> LL <br /> Y lye. 974'6 8. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. O O <br /> 0 I } <br /> —F- WALL FRAMING PLAN NOTES: <br /> )I 9. In�allsss all beat 2x�C14io th 2%6 Studs(j i6'ocL.0 <br /> _....._.._._ U <br /> u o.n. <br /> r_--- —L— --�— Where adjacent Shear Walls are in contact nail studs together per3/S W See i/S06 for special stud re <br /> quirements at Shear Wall O <br /> / lI <br /> 11 types P1-3,Pi-2,and P2-2. UJ <br /> 10. Headers shall be 4x6,u.o.n.See Detail 13/SO6. <br /> 11. Built-up Stud Groups in Walla supporting Beams,Posts or Gntler Trusses above shall be(2)Studs,u.o.n.See General Structural <br /> 3-CAR GARAGE OPTION-ELEV. EXTENDED GARAGE OPTION-ELEV.'A' Notes for fasteningrequirann-ts. 0 <br /> 12. See 10606 for Simpson to USP hardware conversion table. L <br /> LEGEND <br /> XX DETAIL CALL-OUT <br /> SX.X <br /> 1®- SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 g <br /> do <br /> y <br /> BEARING OR SHEAR WALL BELOW N <br /> K <br /> BEARING OR SHEAR WALL ABOVE cL <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W <br /> N <br /> ❑ o <br /> POST BELOW <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POSTABOVE d, <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 SO4.1 A' <br />