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W <br /> GZ <br /> Vo s ud= <br /> 4x ?< <br /> u j <br /> d y <br /> as 1: <br /> 0 <br /> w <br /> `tST7Gwt.T•'s' <br /> FLOOR FRAMING PLAN NOTES: <br /> 1. Floor Sheathing shall be:'Nick T (Panel Span aliny 46/241 wilfi long dimension perpendicular M supports.Glue Sllealhing <br /> to all Framing Members d Blocking below with adhesive conforming to A.P.A.Sps,ficabon AFG-01.Fasten Sheathing to <br /> Framing with 0.731"0 x 2K"Nails or Simpson WSV pgx2Y"screws as follows: <br /> Framing,Edges 6"oc M <br /> l Framing Field 10"oc K./ _ <br /> 1 11 Boundaries.Blocking,Struts 6"oc <br /> SOS; _ S09 At areas'ndicated as Blocketl D aphragm prov tle 2z Flal Blockng(per General SVudural Notes/al all Unframed Sheath rig Panel W <br /> Edges.Fasten Sheathing to Framing and Blocking with 0.1310 z 2Y'Nails or Simpson WSV 1tgx2Y/^Screws as f 0 ollows: <br /> cl a Framing Edges 4 oc <br /> l I — � - Framing,Field 10'oc � Q <br /> PI-6 Boundaries,Blocking Struts 4"oc <br /> 42k See Drawings for other Sheathing Nailing requirements. <br /> WALL SHTG 0 WALL SHTG V <br /> ----- W CONT.THRU CONT.THRU 2 Floor Framing shall be as indicated on plan Refer to General Structural Notes for other requirements- z I <br /> CORNER Pt-6 CORNER <br /> ROOF FRAMING PLAN NOTES <br /> �ti" (2)CS16X3'-0"- 3. Roof Sheathing shall be ia'Milk Panel Span Rating 24/16).Fasten heathing to taming with 0 131"O x�Na�as follows O <br /> BEAM ~- �, ! BEAM TO FA I I Framing,Edges 6"oc <br /> PLATE L I I. PLATE L I Framing,Field 12"oc Q <br /> 1 j I I PI :14 LOW ROOF Boundaries,Blacking,Struts 6'oc w <br /> J'JE $08 m TRUSSES At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member,See Drawings for other W <br /> @ 247- Sheathing Nailing requirements. J <br /> �l l o1'I W <br /> ,�W LO'dd h�Oi (9 W At areas ndicated as Blacked Die hra g(per General Structural Notes)at a I Unframed Sheathing Panel <br /> 2 I' p,I I P 9m,Pravitle 2z Flat Block i H <br /> TRUSS J a I y Edges.Fasten Sheath rg to Framing and Blockmg with 0 t 31 0 z 2J4'Na Is as follows 1 Q <br /> ol- @ 24 N Q I , Frarl Edges 4"oc <br /> Framing,Field 12"a _ <br /> HHUS5.50.'10 HHUS5.50110 will w Boundaries,Blocking,Struts 4"oc <br /> GLB PER SOa du See Drawings for other Sheathing Nailing requirements. <br /> I; GLB PER 504_ m <br /> P < a. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. <br /> I L 6. Trusses marked Strut shag be desi ned to accommodate Me indicated loads am connections. W <br /> _ I III g N <br /> ALL FRAMING OR HF,RDVJARE �� ALL FRAMING OR HARDWARE I 'o S09 6. Overframin Members shall be 2za 24'oc L,L z W <br /> NOT SHOWN OR SPECIFIED NOT SHOWN OR SPECIFIED 9 @ posted down to main framing below w/2x4 @ 48"oc,staggered,or as indicated by the <br /> I I Truss Manufacturer. Q <br /> TO REMAIN UNCHANGED TO REMAIN UNCHANGED O J W <br /> r I l I I l T Provide wild Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Note 3. <br /> 8. O <br /> l � � <br /> Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. Q <br /> I o-ry I a WALL FRAMING PLAN NOTES: 1'J �n•' } <br /> I' 9 Exterior Walls shall be Shear Wall type P16 with 2x6 Studs @ 16'oc,u.e.n. LL V <br /> Interior Walls shall be 2,4 Studs @ 16'P1 won. N U <br /> Pi-6 tMlere adjacent Shear Walls e—n contact,nail studs together par 31506.Sea 1/SOB for speaal stud requirements at Shear Wall Li. Z <br /> -� --- i types P1-3 P12 and P22. 't' O <br /> ��• <br /> ~ / 11 10 Headers shall be 44,u o n See Detail 131SO6. <br /> ----- - -_ - -- ' ''' ------ -- U <br /> 11, guilt-up Stutl Groups in Walls supporting Beams,Posts or Grder Trusses above shall be(2)Studs,u.o.n.See General Structural <br /> Notes for fastening requirements. CL CC Q <br /> 12. See 10/SO6 for Simpson W USP hardware conversion table. LL <br /> I <br /> 3-CAR GARAGE OPTION-ELEV.';; EXTENDED GARAGE OPTION-ELEV.'A' LEGEND <br /> SXXX DETAILCALL-OUT <br /> P-X SHEAR WALL BELOW PER SCHEDULE OF 1/SO5 <br /> m I <br /> � I <br /> BEARING OR SHFARWALLBELOW m <br /> F <br /> BEARING OR SHEAR WALL ABOVE aW. <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) o <br /> O <br /> POST BELOW <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 SO4.1 A <br /> I <br />