Laserfiche WebLink
I <br /> N <br /> �w W <br /> Uo au. <br /> L= _ <br /> iw <br /> U � i <br /> a <br /> i <br /> 0G <br /> Iv <br /> at <br /> �b <br /> n.G{ <br /> �ar <br /> z - <br /> I�ETns <br /> 1 <br /> arcs <br /> aP� <br /> V\ <br /> a a <br /> FLOOR FRAMING PLAN NOTES: <br /> SU9 S09 1. loot Sheathing shall be%"thick T8G IPane pan ,,ing 4/24)with-g dimension perpendicuiarto supports.Glue Shea�hln9 <br /> to all Framing Members and Blocking below with adhecive conforming to A.P.A.Specilcal on AFG-01.Fasten Sheathing to F- <br /> Framing w th 0 131"0 x 214'Nails or Simpson WSV#9x21z screws as follows: �\ <br /> WALL SHTG--- — } WALL SHTG Frammg,Edges 6"oc M <br /> CONT.THRU CONT.THRU Framing, laid 10"oc KJ <br /> CORNER r,Yy ._ _ __ CORNER 4 <br /> 6. L_ <br /> _ —� Boundaries,Blocking,Struts a"oc �' <br /> b` At areas indicated as Blocked Diaphragm,provide 2x Flat Blockin <br /> g(per General Structural Notes) tall Unframed Sheathing Penal Lf•f <br /> Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Ys"Nails or Simpson WSV#9xZK"screws as follows: z fly <br /> it I Framing,Edges 4"oc V <br /> j2)CS16xT-0" - (2)CS16x3'-0" I Framing,Field 10"oc Q <br /> BEAM TO '� BEAM TO EA. Boundaries,Blocking,Struts 4'oc `./ �� <br /> PLATE I PLATE I I See Drawings for other Sheathing Nailing requirements'. !�1'1 <br /> V <br /> — t6 I i6 2. Floor Framing shall be as Indicated on plan.Refer to General Strucwral Notes for other requirenwhts. <br /> _h S09 LOW ROOF S09 <br /> TRUSSES I ROOF FRAMING PLAN NOTES: O O <br /> m Q I ! @ 24"oc I I 3, Roof Sheathing <br /> shall rill bedgeshick anal pan Rating0024116).Fasten Sheathing to Framing with 0.137"0 x 2Y" aia is as of-1 lows' _ <br /> Z <br /> ALL FRAMING OR HARDWARE a ALL FRAMING OR HARDWARE m w I. Framing,Fieltl 12"oc Q <br /> a M <br /> NOT SHOWNORSPECIFIED ^+cal 'Io NOT SHOWN OR SPECIFIED rat Boundaries,blocking,Struts 6"oc J <br /> x ) ?,a rn Z <br /> TO REMAIN UNCHANGED 1 TO REMAIN UNCHANGED <br /> �'O At Unframed Panel Edges, retitle PSCA Framing Clips centered between each Framing Member. r f ll,l <br /> oC' dg s,p g p oral g Sea Drawing.n s or oU1er <br /> �� '�e I P VO Sheathing Nailing equlremenls. g W ..-� <br /> B PER SO4 1 Z <br /> GL At areas indicaletl as Blocked Diaphragm,provide 2x Flal Blocking tper Ganaral Structural NOWs)et all Unnamed Sheahing Panel LLI <br /> GLB PER S64 m d Edges.Fasten Sheathing to Framing and Blocking with 0.131"2 x Z)•'Nails as follows. m <br /> HHUS5.50/10 LOW ROOF I HHUS5.50110 m Framing,Edges 4"oc <br /> -TRUSSES_ -1 I ¢ Framing,Field 12"oc <br /> l�24"oc 'I ;II Boundaries,Blocking,Struts 4"oc <br /> See Drawings for other Sheathing Nailing requirements. <br /> 4. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. <br /> 1 12 5. Trusses marked Stout shall be designed to accommodate the indicated loads and connections, Z W <br /> S08 S08 x <br /> B. Ov.1mming Members shall be 2.1 d0 24"oc posted down to main framing below w/2,4 @ 48"oc,staggered or as indicated by the ? <br /> I' I• Truss Manufacturer. O <br /> 7. Provide solid Flat Boding at all Valleys.Fasten Sheathing to Blocking In accordance with Note 3. W <br /> al 4 II ILL. <br /> 8, Prov lde H2.5A Clipatl1 side ur TLOK5 Screw each I t 2-I greaten Girds,Truss end,,t O O <br /> a PYa PY or grc yp. <br /> WALL FRAMING PLAN NOTES: LL (^ <br /> 9. xterior Walls she be or at type 1 wdIn x tuda 1 oc,u.o.n, v <br /> Interior Wan.anal)be 2x4 Studs @ 16%c u.o.n <br /> Where adjacent Shear Walls am in contact,nail studs together Per 31SO6.See 1/S06 for special stud requirement,at Shear Wall <br /> 11 11 types P1-3,Pt-2.and P2-2. 1 1 I C O <br /> 509 J S09 10. Headers shall be 4x6,u.c.n.See Detail 13/SO6. I..L <br /> 3-CAR GARAGE OPTION-ELEVA3' EXTENDED GARAGE OPTION-ELEV.S' in Walls � M 0 <br /> grequiremen <br /> 12. See 10/SO6 for Simpson to USP hardware conversion table. L <br /> 0 <br /> LEGEND <br /> SX. <br /> DETAIL CALL OUT <br /> r¢r <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 C <br /> m <br /> 7 <br /> BEARING OR SHEAR WALL BELOW F <br /> E <br /> K <br /> BEARING OR SHEAR WALL ABOVE 0. - <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) N <br /> O <br /> 0 <br /> POST BELOW > — <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE K <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 SO4.1 B <br />