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0 <br /> H N <br /> jdo <br /> Nch <br /> ttm Kz <br /> — <br /> 22 1, <br /> ILT w3 <br /> aIX <br /> Sw <br /> o <br /> min <br /> e <br /> vi <br /> _-- u <br /> 16 FLOOR FRAMING PLAN NOTES: <br /> S09 1. -M.611S,mmmgs .thic are pan along 46241with ongdimenslon perpendiculartosupports. ue hsammg <br /> \ ! to all Framrg Members and frocking below with adhesive conforming to A.P.A.Specifiotion AFG-01.Fasten Sheathing to <br /> framing with 0.13t'0 x 2J'a'Nails or Simpson WSV f/9x2Yc"screws as follows: <br /> Framing,Etlges 6"oc Ur <br /> WALL SHTG P 6 f--- --- WALL SHTG P1-6 Frammg,Field 10"oc 1 ' <br /> CONT.THIRD --'-' -__ -- I --- CONT.THRU Boundaries,Blocking,Struts 6"oc U— <br /> CORNER MO END TRUSS CORNER MONO END TRUSS At areas and tales as Blanked D'a hra d 2x Flat Blocking General Structural Notes)at all Unframed Sheathm Panel vD <br /> :q q P 9m Provt e 9(Par 9 LLI <br /> 2+6 2}6 Edges.Fasten Sheathing to Framing and Block ng wdh 0.131"0 x 2Y Nails or Si r r1 <br /> _ Frammg,Edges 4"oc ` rr�°n wsv ft9x2z screws as folows V <br /> ®�____:- - Framing,Field 10'oc .. <br /> --Pt-G I. P7 Bountlaries,Blocking,Shuts 4"oc `^✓ Q <br /> CSiGx�-0"-EA. CS16X3'-0"-FA. See Drawings for other Sheathing Nailing requirements. �,� <br /> SIDE BEAM TO --------_—.. SIDE BEAM TO 0 <br /> PLATE _ 11 PLATE 1.1 11 2. Floor Framing shall be as indicated on plan.Refer to General Structural Notes for other requirements. �� I <br /> III - S09 1 S09 ROOF FRAMING PLAN NOTES: z <br /> 3. Roof Sheathing shall be,/s"thick(Panel Span Rating 24MS).Fasten Sheathing to Framing with 0.131"0 x i'Nails as follows 0 O <br /> ALL FRAMING OR HARD WARE m o I ALL FRAMING OR HARDWARE m o Framing,Edges 6"oc <br /> NOT SHOWN OR SPECIFIED C0 a 1 __ NOT SHOWN OR SPECIFIED c7 wa 1 Framing,Field 12"oc Q <br /> TO REMAIN UNCHANGED a TO REMAIN UNCHANGEDa Boundaries.Blocking,St, 6"oc > <br /> KI At Unframed Panel Etlges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other LLI <br /> N O 1 _ I1' 1 Sheathing Nailing requirements. � Ll <br /> —MONO ROOF— - MONO R OF - r <br /> 1 At areas indicated as Blocketl Diaphragm,provide 2x Flat Blockng(per General Shuotoml Notes)at all Unframed Sheathing Panel vL <br /> 5y216Y GLIB TRUSSES - 5Y2X1bY2 GLB TRUSSES L <br /> (DROPPED) @ 24"oc _ (DROPPED) @ 24"oc Edges Fasten Sheathing to Frammg and Blocking vnth 0 131 B x 2Y Nails as fdlays: <br /> 1L - I Framing,Edges 4'oc <br /> Framing,Field <br /> HGUS5.50110 HGUS5.50/10�1 eo ndarmai Hlocking,Struts 14"oc <br /> Be,Drawings for other Sheathing Nailing requirements. <br /> 1-2 <br /> S06 12 4. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. <br /> Soo W <br /> O I 5. Trusses marked Shut shall be designed w accommodate the indicated loads and connections. / <br /> Z Of <br /> 6. Overfmming Members shall be 2x4 @ 24"oc posted down.to main framing below w/2.4 @ 48'bc,staggered,or as inch-led by the W <br /> Tmss Manufaclarer. C) Q > <br /> 7. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking m accordance with Note 3. L LJ <br /> 118. Pro,de H2 5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. J O <br /> 6 4xiU. WALL FRAMING PLAN NOTES: <br /> — _,._ ___, , 9. E,nen°r be near Wall type 1-s cairn zxs scads @ 1s oc n.o n. v _ss <br /> MONO END TRUSS MONO END TRUSS Interior Walls shall be2x4 Studs @ 16"°c,u.o.n. Z 0 <br /> Where adjacent Shear Walls are in contaG,nail studs together per 3/SO6.See 1/S06 for special srtitl requirements at Shear Wall Nees P1-3 P12 1�_and P2-2. I e's C O <br /> 10. Headers shall be 4,6.u.o.n.Sea Detail 13ISO6. •J _• <br /> —So�q i S09 � V <br /> 11. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses showsnag W(2)Studs,u.o.n.See General SlNawal <br /> Notes for fastening requirements. �_� Q <br /> 12. See 10/S06 for Simpson to USP hardware conversion table. �'� I..L <br /> 3-CAR GARAGE OPTION-ELEV.'A' EXTENDED GARAGE OPTION-ELEV.'A' -' <br /> - ---_----_---_ LEGEND <br /> SX.X <br /> .—L CALL-our <br /> 1-X SHEAR WALL BELOW PER SCHEDULE OF 11S06 <br /> m <br /> BEARING OR SHEAR WALL BELOW F <br /> K <br /> [___] BEARING OR SHEAR WALL ABOVE a <br /> (F) FLUSH FRAMED(BOTTOM FLUSH Wf BOTTOM OF FRAMING) w <br /> Q <br /> t] <br /> POST BELO W <br /> w <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE _ <br /> HDR HEADER PER PLAN NOTE 10 'p` <br /> 114'=1'-O' 0 1 2 4 8 16 SO4.1 A <br />