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so <br /> do <br /> 3 0 <br /> E U <br /> wz <br /> C Z W <br /> lI x w3 <br /> IJ <br /> IL w w <br /> xx <br /> O~ <br /> m0 <br /> m <br /> r <br /> 8 1 <br /> SO6 S08 <br /> �— LT <br /> 3Yzx9 GLB 3Yx9 GLB �II <br /> z= ; <br /> eKi*� r�io D <br /> `gl 2X12 DF1t2 <br /> 12"0C y T. <br /> I. C <br /> 2 <br /> SOB <br /> 2 sess <br /> D S SP CI GAS RED'D F( `1S7(xyll,t> <br /> LUMBING,TYP(SEE A6 FOR <br /> TY pPLUMBING DROP DIMENSIONS) FLOOR FRAMING PLAN NOTES. <br /> 3 1. loor Bathing shot be/.thick T8G(Panel Span Rating 48124)with long dimension perpendicular to supports.Glue Sheathing <br /> SOB aa 9 to all Framing Members antl Blocking below with adhesive conforming to A.P.A.Specificatien AFG-Oi.Fasten Sheathing to <br /> 2 4 $OB 2 Framing with 0.131"0 x 2Y"Nails or Simpson WSV.2,V2"screws as follows: cory Framing,Edges 6"oc c = <br /> G ()2x12( ry HOR 3Yzx12 GLB(F) G Framing,Field 10"oc LL <br /> g Boundaries,Blocking,Struts 6"oc <br /> qtT LUS21 ryp UNp AI areas indicated as Blocked Diaphragm,provide 2,Flat Blocking(per General Structural Notesi at all Unframed Sheathing Panel _u� �f,f <br /> 3/SO6 TYP Etlges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2K"Naik or Simpson WSV#9z2^/;"screws as follows: 13 <br /> Framing,Edges "r Q <br /> Framing,Field 10"oc : <br /> _ - Boundaries,Blocking,Struts 4"oc �"�� <br /> rrrrQ�9� �Q See Drawings for other Sheathing Nailing requirements. 0 S08 2, Floor Framing shall be as indicated on plan.Refer to General Structural Notes for other requirements. 1 <br /> ROOF FRAMING PLAN NOTES: Z <br /> 3. Roef Sheathing shall be/q"thick(Panel Span Rating'4.I6).Fasten Sheathing to Framing with 0.131'0%2/,-'Nails as lollows. O <br /> - Panel Edges, <br /> ��— <br /> Framin -dCO <br /> 6. Frerning,Field 12"oc Q <br /> r�. Boundaries,Blocking,Struts 6"oc `] 5k <br /> CS i6x'10'-U' -'P LOWER 27'x6 ry 4 Al Unframed P ges,provide PSCA Framing Clips centered between each Framing Membe,See Drawings for other = W <br /> TOP PLATE 4"AND SOB Sheathing Nailing requrements. <br /> ATTACH TO i_%AT 2X4 (2)2x12(F) ry+ '1t 2 At areas indicated as Blocked Dia hra de 2z Flat Blocking General Structural Nolesl at all Unframed Sheathln Panel <br /> 6 6 a _ LLJ <br /> ry A +d. P gin•Prori 91Per 9 <br /> BLKG BTWN IUDS CS18X3'-0° Edges.Fasten Sheathing to framing and BbUing with 0.131"0 x 2Y"NailS as follows: <br /> 5Yzx16Yz GLB(DROPPED) PLATE TO PLATE Framing,Edges a"oc <br /> LL LUC210Z 12)2x12(F) Framing,Field 12'oc _ <br /> O Boundaries.Blocking,Struts 4"oc <br /> Ct `+6 Aj. See Clew-.for other Sheathing Nailing requlremenls. <br /> 8 ry r2i <o <br /> ad ry 2X12 DF#2 ?.. 4, Roof Framing shall be as indicated on plan.Refer to General Structural Notes. <br /> W @i6N <br /> 6 <br /> ALL FRAMING OR HARDWARE ()d <br /> TYP UNO W <br /> 6. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. <br /> NOT SHOWN OR SPECIFIED g p/ z <br /> TO REMAIN UNCHANGED LL'� u <br /> Z v 6. Oven—nng Members shall be 2,4 @ 24"oc posted down to main framing below M 2k4 @ 48"oc,staggered,or as indicated by the ; <br /> C,3 (2)2x12 IF) Tniss Manufacturer. �\ <br /> QQ ]. Provide solid Flat Blocking at all Valleys,Fasten Sheathing to Blocking in accordance with Note 3. / a- LL <br /> m -A36 CLIP-GLB 6. Provide 12SA Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. �� Q <br /> TO EDGE JOIST } <br /> 8 1 9. Exterior Walls"hail be hear Wall 1 f 1-6 with 2x6 Studs @ 16'oc u a i �� <br /> WALL FRAMING PLAN NOTES <br /> `UVALL SHTG CONT. 508 ry+F' S08 a jj+ <br /> �p Intr or Walls shall be 2x4 Studs @is oc u.o n () <br /> THRU CORNER 5y2X12 GLB zWALL SHTG Co 2IM F 4x8 CORNER) Z* whereren coHatt naistuds g v 3/S06__ () _ _ 31 to ether er THRU CORNER -- —.-- -- -:— Z <br /> 2-2 <br /> MO 0 I types p u Pi 2 pe rnWalls supp rtar glBeans,Posts or Girder Tn sea above shall be(2)Studs.u o n.See General Structural O <br /> L 2 L J 10 Notes fur fastening ngx equiremenis. <br /> (2)2x6 __ P1-2 (2)2a6 U <br /> O (2)2x6 CANT. 11, Bt II u St d Grou <br /> SHTG CONT. <br /> )CORNER WALL SHTG CONT. 8 <br /> N <br /> TRUSSES ATTACH LOW SOB PER _ <br /> 24"oc MONO TRUSSES THRU CORNER 12. See 10/S06 for Simpson to USP hardware co—rslgn table. <br /> S09 ROOF 8 11 131S07 <br /> DIRECTLY TV SO6 509 24 ac (H=4'-0") <br /> (2)Ix6 RIM BOARD ATTACH LOW ROOF <br /> PER 11/SOa DIRECTLY TO RIM <br /> BOARD PER 11/S08 LEGEND <br /> ,t CS16x48" <br /> g0g PER 17/SO8 SX X DETAIL CALL-OUT <br /> PP SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 <br /> m <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' _� BEARINGOR SHEAR WALL BELOW do <br /> z <br /> `-- ------_---------------------- — BEARING OR SHEAR WALL ABOVE a <br /> (Fl FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W <br /> 4 - <br /> �j POSTBELOW <br /> W <br /> PT 1-0 BLOCKTHRU FLOOR FOR POST ABOVE .. <br /> HOR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 e 16 SO4B <br />