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U <br /> 'nT <br /> rn T <br /> W <br /> F F U <br /> Uo E w✓=i <br /> LL= T w <br /> a to w <br /> xx <br /> OF <br /> m0 <br /> m <br /> o, <br /> I.. <br /> C7wy <br /> w <br /> w z <br /> ( <br /> �SO>9 11 FLOOR FRAMING PLAN NOTES: <br /> S091. Floor Sheathing shall be':'t itic E'(anel Span Rating 48124)wah bng tlimension peryendicular to supports.Glue Sheathing <br /> �' to all Framing Members and Blocking below w th aches ve conform ng to A.P A.Sidecificallon AFG-01.Fasten Sheathing to <br /> vv" Framing w ih 0 131 O x 2Y Nails or Sim screws as follows' <br /> Simpson WSV#9x2z <br /> COPli ,., _ WALL SHTG Framing Edges 6'oc ry\ w <br /> CONT.THRU K,J <br /> CORNER eo ndari s1eblocking,Struts 16"oc L J <br /> -" At areas,ndcated as Blocked Diaphragm provide 2.Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel �W�rr�� <br /> Edges.Fasten Sheathing to Framing and Blocking with 0131"0 x 2Y Nails or Simpson WSV A9x2Jk screws as follows. 0 <br /> -� —(2)uS 23 i) I Framng Edges 4 oc <br /> BEAM l0 E;: (2)CS16x3'-0" Q <br /> 10 F F'. BEAM TO EA_ Framing,Field 10 oc <br /> PLATE Boundaries,Blocking,Strgts 4"oc �i Q <br /> See Drawings for other Sheathing Nailing requirements. <br /> 16 P I-r l 16 P1< 2. Floor Framing hall be as indicated on Rater to General Structural Notes for other requirements. <br /> LOW ROOr S09 I 9 s Pan. <br /> TRUSSES ROOF FRAMING PLAN NOTES' O <br /> o 24 u' O m^ 3. Roo Sheathing she be,n t ich(anal Span Rating 4n6J.Fasfan healhing to ramhtg with 0.131"0 x j Nails as follows: <br /> w ROWARE I m ALL FRAMING OR HARDWARE Fram og,F ed Edges 12"oc Z ;;n a ECIFIED wa <br /> w IW b- m O NOT SHOWN OR SPECIFIED Boundaries,Blockin Struts 6"oc <br /> O T� 4NGED ob g, <br /> p/. a _- n p TO REMAIN UNCHANGED At Unframed Panel E de PSCA Framing Clips Z W <br /> h O P ui Edges. g ps centered between each Framing Member.See Drawinys for other <br /> F T Sheathing Nailing -J,n -Z i] 9 9 requirements. W <br /> 0' w GLB PER 504 a W GLB PER SO4 At area indicated as Blocked Diaphragm,provide 2,Flat Blocking fiber General Structural Notes)at all Unframed Sheathing Panel J <br /> \__ w Edges.Fasten Sheathing to Framing and Blocking with 0.131"O x 2Y"Nails as(.lbws: <br /> is FII1l1S5.5UrlU LOW ROOF <br /> HHUS5.50/10 <br /> TRUSSES Framing,Edges 4"oc <br /> O 1 <br /> @ 24"oc I B undari s,Blocking,Struts 4"oc <br /> - See Drawings for other Sheathing Nailing requirements. <br /> 4. Root Framing shall be as indicated on plan.Rater to General Structural Notes. <br /> _( 1 12 T 5, russes marked Strut shall be designed to accommodate the indicated loads and connections, LLI <br /> � <br /> 6. Overframing Members shall be 2,4 Q 24"oc posted down to main framing " <br /> 'i Truss Manufacturer. below w/2x4 48o0,staggered or as indicated by the O <br /> GZ*b / Provide solid Flat Blocking at ail Valleys,Fasten Sheathing to Blocking in accordance with Note 3. O n j W <br /> LL <br /> �--- --- 400 8 Provide H2 5A CI p each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss arcs,'Yip. J s— Q <br /> WALL FRAMING PLAN NOTES: /'n r <br /> 9. Exterior Walls shall be hear all type P1Evnlh ,t6 lu s 16"oc.u.o.n. (D F_— <br /> _ <br /> Interior Walls shall be 2x4 Studs aQ 16"oc u.on ryP� , .. Z U <br /> 1 - � — <br /> Where adjacent Shear Walk are in contact,nail studs together per 3/SO6.See 1/S06 for special stud requirements at Shear Wall <br /> S09/ 11 Pi-3,P7-2,and P2-2. W O <br /> S09 10. Headers shall be 4x6,u.o.n.See Detail 131SM. /'1 <br /> 2 shall h b Posts or Girder T <br /> . Built-up Stud Groups in Walls supporting Beams, russes above sa be()Studs,u.o.n.See General Structural 1..1� V EXTENDED GARAGE OPTION-ELE'v.'B' 3-CAR GARAGE OPTION-ELEV.'B' 11 <br /> Notes for fastening requirement, p <br /> _..__-- ....._..._.__. ..--__--. _ .-....... 12. See 10/S06 br Simpson to USP hardware conversion table. L <br /> LEGEND <br /> SX.X <br /> DETAIL CALL-OUT <br /> T-1__x_1 SHEAR WALL BELOW PER SCHEDULE OF IIS06 k <br /> m <br /> 7 <br /> m <br /> —1 BEARING OR SHEAR WALL BELOWof <br /> � <br /> of <br /> [ <br /> W BEARING OR SHEAR WALL ABOVE D. <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) w ob <br /> C <br /> O <br /> POST BELOW <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 i 2 4 6 16 <br /> SO4.1 B(M) <br />