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C, <br /> 50 <br /> u G 2 <br /> t � w= <br /> LT <br /> �O i �3: <br /> l) -1 <br /> a w�' <br /> =w <br /> O <br /> M <br /> min <br /> N a <br /> zR _ <br /> " ,a66s wH," .y <br /> a 11 FLOOR FRAMING PLAN NOTES: <br /> Soo 1. Floor heathing she be:'thick 8 (Panel Span Rating 48/24)with long dimension perpentli..... <br /> o supports.Glue Sheathing <br /> to all Framing Members and Blocking below with adhes ve conforming to AP A Spec(cation AFG-01.Fasten Sheathing to Framing with 0.131"0 x 2V2"Nails or S mpson WSV#9x2Y screws as follows <br /> drl H TG----- ---- WALL SHTG <br /> Giv I 111'U - - CONT.THRU Framing,Edges 6"oc M <br /> CORNER Framing,Feld 10'oc <br /> <N <br /> Boundanes Blocking,Struts 6'oc I,,,L IY <br /> { At areas Intl cated as Blocked Diaphragm provide 2x Flat Blocking(per General Structural Notes)mail Unframed Breading Panel 7 W <br /> L—_ Edges,Fasten Sheathing to Framing and Blocking with 0 131 0 x 2X'Nails or Simpson WSV#9x2Y screws as follows' L Uf <br /> Framing,Edges 4"oc <br /> (21Coilix5'-0"-- (2)CSI&T-0" - Framing,Field 10"oc Q <br /> BEAI,TO EA. ICI BEAM TO EA. Boundaries,Blocking,Struts 4"oc �� l <br /> PLAT L I PLATE I Q/n <br /> Sae Dra rigs for other Sheath ng Nailing requirements. Z V <br /> _..._.._.. pl-4 f.-...._..._........__.._ <br /> 16 16 2. Floor Framing shall be as Indicated on plan.Rafe,to General Structural Notes for other requirements. <br /> 508 LOW ROOF 80O Z <br /> TRUSSES �- ROOF FRAMING PLAN NOTES' O <br /> 24"OC Sheathing shall be ,s thick(Panel Dan Rating 4/161.Fasten Sheath rig to taming with 0.131 0 x 2�a Is as follows: _ <br /> Roof <br /> Framing,Edges 6"oc z ALL FRAMING OR HARG'✓UARE a ALL FRAMING OR HARDWARE w�. Framing,Field 12"oc Q <br /> NOT SHOWN OR SPECIFIED NOTSHOWN OR SPECIFIED ri m Boundanes,Blocking,Struts 6"oc <br /> TO REMAIN UNCHANGED e I ',-y TO REMAIN UNCHANGED O I 7 Al Unframed Panel Edges,p—khr PSCA Framing Clips centered between each Framing Member.See Drawings for otter W <br /> N — . — . eI P w a AlaaeatemdiaakiedaaBdekedtDlaphra W <br /> 'II;� o <br /> GLB PER SO4 Y GLB PER SO4 Edges.Fasten Sllealhin to Framing gm,provide 2x Fiat Blocking(par General Structural Notes)at all Unframed Sheathing Panel <br /> g mmg and Blocking with 0.131"0 x 2Yr Nails as follows: m <br /> HHUS5.50/10 _LOW ROOF ! ' HHUS5.50/10 �' m Framing,Edges 4"oc <br /> TRUSSES ,�I 1 �I Framing,Field 120c _ <br /> Ilm 24"oc Boundaries,Blacking,Struts 4"oc <br /> !� Be.Drawings for other Sheathing Nailing raqul—i m i. <br /> I I j i�:I, I 4. Roof Framing shall be as indicated on plan.Rater to General Structural Notes. <br /> 12 I I 12 5. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. J <br /> LLJ <br /> SOB SOB <br /> 6. Overframing Members shall be 2,4 @ 24'oc posted down to main framing below w/2,4 @ 48'oc,staggered,or as indicated by the O W <br /> ' Truss Manufacturer. a <br /> J W <br /> Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Note 3. LL <br /> ?+s 4x 7 U ?+6 8. Provide H2.5A Clip each side dr TLOK6 Screw each ply at 2-ply or greater Glider Truss ends,tYP, O Q <br /> 0—a WALL FRAMING PLAN NOTES: <br /> 9. Exterior als6 a ear ""type 1-6 with x Studs 16oc,u.o.n. Z <br /> ---- - -- - I.-- Interior Walls shall be 2x4 Studs,$16"oc,u.o.n. — <br /> _ <br /> —� Where adjacent Shear Walls are in writ..,nail studs together per 3/506.See 1/SOB for special stud requirements at Shear Well O <br /> 11 types Pl-3.P1-2.and P2-2. <br /> `\SOJ SOB 10. Headers shall be 4x6,u.a.n.Be,Detail 13/SO6. <br /> 11. Built-up Stud Groups in Walls supporting Basins,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See Generai Structural V <br /> 3-CAR GARAGE OPTION-ELEV.'B' EXTENDED GARAGE OPTION-ELEV.'B' Notes for fastening requirements. O <br /> — - - <br /> 12. See 10/506 for Simpson to USP hardware conversion more. LL Dn <br /> LEGEND <br /> XX DETAIL CALL-OUT <br /> SX.X r <br /> P1-X SHEAR WALL BELOW PER SCHEDULE OF 7IS06 <br /> C <br /> m <br /> 7 <br /> I- I BEARING OR SHEAR WALL BELOW N <br /> C <br /> rc <br /> BEARING OR SHEAR WALL ABOVE Ul <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) o <br /> p <br /> 0 <br /> POST BELOW <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 SO4.1 <br /> 1r4"=1'•0" 0 1 2 4 8 16 B <br />