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0 <br /> F <br /> �c <br /> in s <br /> W iZ <br /> U0 = ¢i <br /> LLi wS <br /> U <br /> N� m¢ <br /> SOsr 1,SUS,' 13 NO <br /> CSt6x3'-0"- SOB y`n` <br /> EAM TO PLATE <br /> SYz13y GLB(DROPPED) <br /> HHDDR— <br /> IL s... I ob '7 5 <br /> 9 I� II SO6 w <br /> I, <br /> m w 3 <br /> T <br /> - BEAM TO PLATE <br /> r 3Yx t2 GtS F -- - 4x <br /> Z <br /> SobT. <br /> der <br /> Fr-p t�0 <br /> I <br /> 2x12 HF#2 <br /> 16"oc, <br /> ADJUST SPA fe S TYP.UNO <br /> FOR PLUM6IN�_ YP SE SOS �NQ�gL. <br /> ' A6 FOR PLUMBI:G I.RCP <br /> SOB 0I61rN51 'd-( FLOOR FRAMING PLAN NOTES <br /> T. Floor I ng shall be tfuck G(P el Span Rating 48/241 wiwith long d mensgn perpend tutor to supports.Glue Sheathing <br /> to all Framing Members and&citi g b I w wth adhes ve conforming to A P A Spec fication AFG-01 Fasten Sheathing to <br /> _ Framing w m 0 131 0 x 2Y M1'I 5'mpson WSV#9x2Y,'screws as follows <br /> f <br /> 2x'12 HFtf i '— <br /> G 12d3 Framing.Edges 6'oc L L <br /> i._ Framing Field 10'oc <br /> Boundaries,Biaclung Struts 6"oc 1 a J <br /> At area+irh 1 d Blocked Diaphragm, ovide 2x Flat Blockinger General Structural Notes)at all Unframed Sheathin Panel L` W <br /> (P g I I i l SOB r(} Edga.Fasten Sheathing to Framing and Stocking with 0.13t"0 x 2Y."Nails or Simpson WSV#9x2)i'screws as foAows: <br /> ti ti V <br /> Framing Edges 4"oc <br /> G DBL JOIST(F) Fromm Field 10"oc <br /> I 9, <br /> III G � <br /> I I Boundanes Blocking Struts 4'oc � � <br /> IAI See Dawings for other Sheathing Nailing requirements <br /> 11 I 2, Floor Framing shall be as Indicated on plan Refer to General Structural Noes tar other requir ments,e <br /> P1-6 <br /> �I� J i <br /> �j j I II' a ROOF FRAMING PLAN NOTES: pan g aaTen Sheathing to Framing with 0.131" x ,Nans as fouows: O 0 <br /> I N B 3. Roof Sheathing shall e ,i"thick Panels Rating 24/16). <br /> I N, ry S06 Framing,Edges 6"oc J F— <br /> _ _ v Framing ,ell 12'oc Q <br /> y Boundanes 8lockitg,Struts 6"oc <br /> At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member,See Drawings Far other W <br /> CUj <br /> Slftl!-0"-LAP LOWER Sheathing Nailing requirements. AIL w <br /> TOP PLATE V-4"AND <br /> ATTACH TO FLAT 2x4 At areas indicated as Blocked Diaphragm,provltle 2,Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel Q <br /> b <br /> II DBL JOIST(F) Edges.Fasten Sheathing to Framing and Blocking with 0.131 0 x 2)§"Nails as follows: _ <br /> ... _ BLKG BTWN STUDS Framing Edges 4"oc <br /> ,l+F„ 4 - 46 - Framing,Field T 12"oc <br /> d S08 - y`ti Boundaries blocking,Struts 4"-, <br /> O See Drawings for other Sheathing Nailing requ rements. <br /> O <br /> x I G D1 CSt6x3 G' �i>EI. 0 4. Roof Framing shall be as indicated on plan.Refer to General Snucw2l Nate. �- <br /> I - _ 2� O� � <br /> PLATE TO PLATE�I �� 6 W 5 1 fusses marked Strut shall be designed fo accommodate the indicated loads and connections. W <br /> 6 Ovetrraming Members shall be 2x4 @ 24"oc posted down to ,in Gaming below w/2,4 aQ 48 oc staggered,or as indicated by the Z <br /> d+p — ALL FRAMING OR HARDWARE Tmet Manufacturer O > <br /> L',z NOT SHOWN OR SPECIFIED <br /> o <br /> y 3 TO REMAIN UNCHANGED ] Provide solid Flat Blocking at at valleys.Fasten Sheathing to Blocking In accordance with Nate 3 W <br /> in 'I O LL <br /> O I m m 8 Provide H2 SA CI p each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,lyp. O O <br /> O S08 9 WALL <br /> Exieno Wa is sha111LAN 1 be SIr ap�sype 1£with 2x6 16'oc,u.o.n. -- LL <br /> - Intenor Walls shall he 2x4 Studs Q 1 oc uo n s <br /> +o N Z C� <br /> `I �'F6 2'F6 111v, <br /> L 5Y2x12 GILD N 1 5)/2xl2 GLB try Where adjacent Shear Walls are m contact nail studs together per 31S06.See 1/SD6 for special scud requirements at Shear Wall <br /> RIM+/-10'-0" _RIM+/-10'-0" types Pl-3 P1 2 and P2-2 O <br /> �r ANT 11 1111ders shall be 4x6 u.o n.See Decal 13/S06 <br /> 2x4 Si LEDGER __ 2x4 SHTG LEDGER ♦— <br /> >ti.. W/(2)12d EA STUD MONO TRUSS W/(2)12d EA STUD 71 Buat up Stud Groups I,Walls supporting Beams Posts or Girder T—ses above shall be(2)Studs,u.o.n.See General Structural ^ U <br /> MONO TRUSS 11 equrements 1..� w�' <br /> Notes or fastening r ,Y Q <br /> PER (2)2'6 W/ (2)2x6 S09 (2)2x6 W/ (2)2x6 W/HUC26-2 12. Sea 70/SO6 for Simpson to USP hardware conversion(able. Z) � L <br /> 13/SOi S08 HUC26-2 — <br /> !H=>-"o'r TO POST END TRUSS O POST <br /> MONO TRUSS TO POST D <br /> TO POST <br /> (2)2x6 W/HUC26-2 _ <br /> tfi TO POST (2)2x6 11 <br /> a B END TRUSS <br /> So9 LEGEND <br /> SlagSO6 <br /> 9 S06 <br /> (TOP ONLY AT ENTRY (RIGHT 16 DETAILCALL-OUT <br /> DOOR,EXTEND FULL SIDE ONLY) S09 <br /> LENGTH OF EA, <br /> SHEAR WALL) PL- SHEAR WALL BELOW PER SCHEDULE OF 1/SD6 <br /> m <br /> m <br /> EXTENDED FRONT PORCH OPTION-ELEV. BEARING OR SHEAR WALL BELOW'A' g <br /> BEARING OR SHEAR WALL ABOVE pW, <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W1 BOTTOM OF FRAMING) M <br /> Q N <br /> 0 <br /> POST BELOW <br /> PT.ILL. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 <br /> SO4A(M) � <br />