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O <br /> Nc <br /> W rz <br /> L7 'S C <br /> � =u <br /> �m Gz <br /> U2 w= <br /> a0 via <br /> a Jw <br /> o0 <br /> mco <br /> in <br /> vi <br /> t` <br /> 1 <br /> SOB SO6 <br /> 3Ycx9 GLIB 3yz9 GLB, 6 s y <br /> if <br /> gip <br /> ell 2x12 DF JO <br /> @ 12"oc T. <br /> 2 <br /> 1 1 N. <br /> SOB o <br /> 2 <br /> 5666 � - <br /> 508 <br /> ADJUST SPACING AS REO'D FOR �I1�,�,, <br /> PLUMBING,TYP(SEE A6 FOR I "r1?<VAL F <br /> PLUMBING DROP DIMENSIONS) 7Yp <br /> FLOOR FRAMING PLAN NOTES: <br /> 3 1. loot neat rng she be'/,"Ihitk (anel pan sting 48l 4)with ong tlimenslon perpendi ar to supports. lue Sheathng <br /> SOB to all Framing Meml»rs and Blocking below with aches ive conforming to A.P.A.Speafiwtion AFG-01.Fasten Sheathing to <br /> +� S08 2 t� Framing with 0.131"B x 2�"Nails or Simpson WSV#9x2%"screws as follows: <br /> yti �b Framing,Edges 6"oc LL <br /> LL W <br /> 3Y2x12 GLB(FJ HDR (2)2x12(F) Framing,Field ,0"oc J <br /> lr O ": Boundaries,Blocking,Struts 6"oc W LUS210 TYP,UNO� ? I. Al areas intlicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel '�rr1� <br /> 3 <br /> Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y"Nails or Simpson WSV#9x2K"screws as follows: V/SO6 TYP j Framing,Edges 4"oc Q <br /> -8 Framing,Field 10"oc <br /> Boundaries,Blocking,Struts 4"oc \� Q <br /> See Drawings for other Sheathing Nailing requirements. 7 (� <br /> a 8 IN B 2. Floor Framing shall be as intlicated on Ian.Refer to General Structural Notes for other t ` ' <br /> S08 v SO6 ming p requirements. Z <br /> OROOF FRAMING PLAN NOTES: O <br /> 3. Roof Sheathing shall be Vs'thick(Panel Span Rating 24/16).Fasten Sheathing to Framing with 0.131"0 x ,"Nails as follows' <br /> I <br /> Framing, ild 6"oc Q <br /> j' Framing,Field t2"oc Q <br /> �I �'• I, _ Boundaries,BlocWng,Stuts B"oc ui <br /> G' 2 Unframed s I.I.) <br /> 4 I I� �x6 CSi6x10'-0"LAP LOWER At Uf d P Edges,,provide PSCA Framing Clips teetered between each Framing Member.See Drawings for other � J <br /> e S08 v TOP PLATE 1'4 <br /> "AND Sheathing Nailing requirements. W <br /> (2)2x (F) ATTACH TO FLAT 20 <br /> -Fo. At areas Intlicated as Blocked Diaphragm, v 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Parrel <br /> CS16x3'-0" 5Yzxl6Y GLB(DROPPED) I BLKG BTWN STUDS Edges.Fasten Sheathing to Framing andd Bloki <br /> cking wiN o.i31"O x 2%^Nails as follows: <br /> 11 <br /> PLATE TO PLATE <br /> y2)2x12(F) .p Framing Etlges 4'oc <br /> LUC21OZ O Framing,,Field 12'oc <br /> OLL Boundaries,Blocking,Salts 4"oc <br /> ?� x See Drawings for other Sheathing Nailing requirements. <br /> 2.12 DF#2 =' - +s Oro 4. Roof Framin hall be as indicated on i Refer to General Structural Notes. <br /> lti @1G'bc. I w�. gs pan. <br /> TYP UNO 6' -- @ ALL FRAMING OR HARDWARE w <br /> NOT SHOWN OR SPECIFIED 5. Trusses marked Strut shall be designed to--date the indicated loads and connections. N W <br /> TO REMAIN UNCHANGED 6. Ovedrem n Members shall be 2x4 24"oc posted down to main framing below wl2x4 48'oc.staggered. r as indicated b the i ry Q j <br /> —__ _. z,-, 9 @ pos 9 Q 99ere o y O <br /> (2)2xl2(F) I _ 0 3 Truss Manufacturer. <br /> 7. Provde wild Fiat Blocking at all Valleys,Fasten Sheathing to Blocking in accordance with Note 3. <br /> ('3 LL <br /> E-JOISTT <br /> TOO EDGE (IS '. - _ - 8. Provide H2.5A Clip each side qr TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,hip. O O <br /> E <br /> j 5 WALL FRAMING PLAN NOTES 1 f Il <br /> A N SC-', S08 �. 9. xtenor a s s r a type 1-Bw((fi�8-Swds�16"or.u,on. - LL V _ <br /> pT M GLB + WALL SHTG CONT. Immirpr Walls shall be 2x4 Studs @ 16'oc...n <br /> (312�0 (EXTEND TOCORNER) m Li .1SYexRIM F THRU CORNER li l—WALL SHTG CONT. (� Z <br /> B "- LB THRU CORNER Where ad3 cent Shear Walls are m contact nail studs together per 3/SOS.See 11SO6 for special stud requirements at Shear Wall r•� <br /> _ - — types P1 ,P1 2 and P22 r W O <br /> f2)2 6 't6 10. Headers shall be 4x6 u.o n See Detail 13JS06 <br /> (2)2x6 MONO (2) 11, Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural Q <br /> 6 WALL SHTG CONT. ' ____ /..'�L;.=_.. WALL SHTG CONT. TRUSSES Notes for fastening requirements. <br /> PER S08 THRU CORNER MONO TRUSSES-� J` /� THRU CORNER ATTACH LOW <br /> 13/S07 @ 24'bc 11 ROOF @ 24"oC S106g 12, Sea 10/506 far Simpson to USP hardware conversion table. LL <br /> (H-40') ATTACH LOW ROOF=/ S09J SOB DIRECTLY TO II <br /> RIM BOARD 2 2x8_ <br /> DIRECTLY TO RIM PER 1115 <br /> 08 <br /> BOARD PER 11/SOB LEGEND <br /> CS16x48"- <br /> PER 171SO6 SOg SXX DETAILCALL-OUT J <br /> P1-X SHEAR WALL BELOW PER SCHEDULE OF 1/506 <br /> ot <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' do <br /> 0 BEARING OR SHEAR WALL BELOW do <br /> BEARING OR SHEAR WALL ABOVE y <br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) W o <br /> O <br /> 0 <br /> POST BELOW <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HOP HEADER PER PLAN NOTE 10 <br /> 0 , 2 4 8 16 <br /> SO46(M) <br /> I <br />