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0 <br /> t Iv- <br /> �o <br /> rNr� <br /> �N <br /> � Gz <br /> Uz p a� <br /> Ll= i <br /> U <br /> a T. <br /> �m <br /> 1 8 <br /> SOS SD6 <br /> P1-0 N <br /> 4x110 ro —44 TO x <br /> 6 aiy} <br /> ADJUST SPACING AS REO'D c <br /> (�9 <br /> 14 .. FOR PLUMBING,G D(SEE '7 <br /> d=� <br /> 508 I I A6 FOR PLUMBING DROP q a <br /> DIMENSIONS) °ap <br /> S08 2x12 HF#2 r7 <br /> ®19.2"oc,TYP. g <br /> LUS210, <br /> TYP N. SOB � ,Ij <br /> 111E ,EpF. ASM/, <br /> r' 5Yx12 GLB(F) 4 _ <br /> 1r HHUS5.50/10 - <br /> ? <br /> 1r 4x12(F) � 2 CNa1,114'� <br /> -�� — - <br /> 0"LAP LOWER FLOOR FRAMING PLAN NOTES: g )w g perpendicular to supports Glue Sheathing <br /> O 3 1 loon Sheath ng sha I .'th1G SG(Panel Span Rat n 46/24 with Ion dimension <br /> lTE FLAT <br /> AND S08 b F all Framing Members and'Blocking below w lh adhesive—forming to A.P Aspedfwtion AFG-01 Fasten Sheathing to <br /> TO FLAT 2X4 m ? `lf Fram ng wdh O.131'0 x 2Yt'Nails or Simpson WSV#9x2X screws as follows <br /> c..., f WN STUDS v ti raming,Edges 6"oc M <br /> 4x12(F) Framing,Field 10"oc CN <br /> LLO Boundaries,Blocking,Salts 6"oc U— <br /> C, _ At areas ind cared as Blocked Diaphragm provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel LLI <br /> - Edges.Fasten Sheathing to Framing and BladCng with 0 131 O x 2Yx Nails or Simpson WSV#9x2Yx screws as follows' r� <br /> Odu Tp _ (2)2X6 - IL Framing Edges IW4'oc V <br /> Framing,Field oc Q <br /> Boundaries,Blocking,Struts 4'oc of <br /> Z N S08 See Drawings for other Sheathing Nailing requirements. 7 lQ <br /> p2. Floor Framing shall be as indicated on plan.Refer to General Structural Notes for other requirements. ` v <br /> -- ROOF FRAMING PLAN NOTES: L <br /> y}6 3. Roof Sheathing shall be 16"tria(Panel Span Rating 241 6) en Sheathing to Framing with 0.131"O x "Nails as follows: O <br /> Framing,Edges 6,oc z P <br /> Framing Field 12'oc Q <br /> HU212-3 0 4 a Bound nes Blodang,Struts 6 oc <br /> N `i} S08 T At Unframed Panel Edges Provide PSCA Framing Gips centered between each Framing Member.See Drawings for other Z W <br /> .0"LAP LOWER Q a (3)2x12(F) a 4J �O Sheathing Nailing W <br /> ATE 1 <br /> '-4"AND \' +/-10'-6" 2+6, PLATE O 9 9 requirements. W J <br /> TO FLAT 2x4 SYx15 GI (DROPPED) PLATE TO PLATE At areas indicated as Blocked Daphragm't � � provide 2x Flat Blocking(per General SWctural Notes)at all Unframetl Sneathing Panel J <br /> BLK. I WN STUDS Edges Fasten Sheathing to Framing and Blocking with 0.131'0 x 23z Nails as follows' Q <br /> ---- HHU55.50/10 Framing,Edges 4"oc <br /> i6 Framin9,Field 12"oc —___........._........................_. <br /> S09 13 Boundaries,Blocking,Struts 4"oc <br /> ALL FRAMING OR HARDWARE SOB See Drawm f other Sheathing Na <br /> NOT SHOWN OR SPECIFIED ATTACH LOW LL. I gs for g gmg requirements. <br /> TO REMAIN UNCHANGED ROOF TO BEAM N <br /> 111 N doI 4. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. <br /> PER 11/S08,SIM LL <br /> MONO END TRUSS 5. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. LU <br /> O HORIZ.HTS30C <br /> O EA.SIDE BEAM 6. Overframing Members shall be 2x4 L 24"oc posted down to main framing below w/2x4 Q 48"oc,staggered,or as indicated by the j <br /> - g TO PLATE (2)2x6 Truss Manufacturer, O <br /> 0 2 ��U212-2 7Provide sold Flat Blocking al all Valleys Fasten Sheathing 10 Blocking in accordance with Note 3. rLLOBvHU412 8Provide H2.5A Clip each aide or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends.typ. OLU <br /> O <br /> � (MAX(2)2x8 / (2)2x6 ONT.4x12(F) 2 WALL FRAMING PLAN NOTES: 1 a 11 <br /> V. <br /> .. _._ LV (J <br /> -.. —2-� +s s. tend aiiaa a ear warty a 1-6wm zxs sw a oo uon p a <br /> xb' P1- 2 2X6V24 <br /> L _ Interior Walls shall ba 2x4 Studs®16'oc,u o n � "' (� <br /> MONO - (2)2x6 W/ -15Y2xl5 GLB Where di—I Shear watts art in contact nal studs together per 31S06 Be,1/SO6 for special stud requirements at Shear Wa)I <br /> TRUSSES HUC26-2 d <br /> (2)2x6 WI @ 24'oc 16 TO POST `�+GHEEL 1 types P1 3 Pt 2 and P2-2. C O <br /> HUC26-2 I (2)2.6 _ 10 Headers shall be 4x6 u.o n See Oatail 13/S06, n e <br /> S09 RUSSES SOB ai <br /> TO POST 1 <br /> 2 lX6 W/ 1 S08 11, Bu It up Stud Groups in Walls supporting Baants Posts or Girder Trusses above shall be(2)Studs,u.e-n.Sea General Structural n <br /> (2)2x6 _. O" (2)2x6 W/ Notes for lasten ng requirements. a- p <br /> -- - HUC26-2 S06 MONO 11 HUC26-2 (� <br /> TO POST TRUSSES S09 TO POST 12 See 1o/S06 for Simpson to USP hardware conversion table <br /> @ 44"oc <br /> (RIGHT SIDE ONLY <br /> 11 EXTEND FULL LENGTH � <br /> S09 OF SHEAR WALL) <br /> LEGEND <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' sxz DETAILCA--UT <br /> P7- SHEAR WALL BELOW PER SCHEDULE OF 1/SW g <br /> od <br /> BEARING OR SHEAR WALL BELOW N <br /> r- <br /> K <br /> BEARING OR SHEAR WALL ABOVE y <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W N <br /> a <br /> o ; <br /> POST BELOW <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE � <br /> HDR HEADER PER PLAN NOTE 10 <br /> 1/4"=T-0" 0 1 2 4 B 16 S 04A <br />