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0 <br /> u <br /> w <br /> U� ¢r <br /> w <br /> a =1 <br /> a <br /> Oro Q� 1 <br /> o N <br /> ro"g0� SOB 8 SO6 <br /> CSt6x3'-0"- <br /> S0 <br /> 6Yxl%GLB(DROPPED)BEAM 70 PLATE Pt-6 <br /> - - - - - - - _H � 2 <br /> DR <br /> "�+ x <br /> ° I B W <br /> m S06 N LU5210, g �u. <br /> HORIZ HTS30C- Pi-6 TYPMoo <br /> 10, SOB <br /> JP LINO <br /> BEAM TO PLATE <br /> 4x8 _ -- 3yx12 GLB(F) }`O <br /> ' S08 \III{ <br /> A7.L0 QS'p6 T. <br /> 2x12 HF#2 / / <br /> 2 @ 16"oc, <br /> TYP.ONO ADJUST SPACING AS REO'D fi <br /> SOB FOR PLUMBING,TYP.(SEE " <br /> A6 FOR PLUMBING DROP 2 <br /> DIMENSIONS FLOOR FRAMING PLAN NOTES: <br /> S08 t. toot S eathing shall be.thick T&G(Panel pan Rating 48/24)with long dime , perpendicular to sitan s.Glue eat <br /> II II I to <br /> all Framing Members and Blocking below with adhesive con`E rnming to APASpecification AFG-01.Fasten Sheathing to <br /> Framing with 0.131"O x 2W Nails or Simpson WSV#9x2)/z"sc s as follows �1 <br /> 2x12 HF#2 Framing,Edges 6"oc py1 X <br /> @ 12"oc Framing,Field 10"e co <br /> Boundaries,Blocking,Struts 6"oc L <br /> Na. <br /> At areas indiwledas13bked Diaphragm.provide2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel <br /> �2+6 Edges Fasten Sheathing to Framing and BbUdng with 0.131"0 x 2X-"Nails or Simpson WSV#9xZY'screws as follows: W <br /> DBL JOIST F IFrammg Edges o"- Q(_) Framiny,Field 10 oc <br /> e uq Bounc les,Blocking,Struts 4 oc Q <br /> See Drawings for other Sheathing Nailing requirements. rn <br /> a V <br /> 2. Floor Framing shall be as indicated on plan.Refer to General Strucural Notes(or other requirements z I <br /> n _ Pt-6 ROOF FRAMING PLAN NOTES: O 0 <br /> ko 3, o Sheathing shall be ra"thick(Panel Spa bng-24M6).F en Shealhitg to Framing with 0.13VO x Nails as follows: <br /> Sob ^ 8 Framing Edges 8'oc J Q <br /> SOB Framing,Fieb 12"oc <br /> Boundaries,Blocking,Struts 6"oc W <br /> }6 ? Al Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member,See Drawings for other Uj <br /> -U'-LAP LOWER `Lry ?+s _ Sheathing Nailing requirements. = J <br /> 1 TO FLAT ND4 Al areas indicated as Blocked Diaphragm,provide 2.Flat Blocking tips,General S--1 Notes)at all Unframed Sheathing Panel W <br /> TWN STUDS *DBLIOIST Edges.Fasten Sheathing tc Framing and Blocking with 0.131 0 x 2)'."Nails as follows: m <br /> Framing,Edges 4"oc <br /> Framing,Field 12"oc <br /> S08 p`+6 Boundaries,Stocking,Struts 4"oc See Drawings for other Sheathing Nailing requirements. <br /> O - 4. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. <br /> '-d'zx1M GLB(DROPP CS16x3'-0"- <br /> PLATE TO PLATE5Trusses marked Strut shall be desgnzd ro accommodate me'd led loads and conneuons. W <br /> u.r j -(��-�6 6, Ovenramng Members sh"be 2x4 Q 24 cc posted down to i f aming below w/2x4 Qa 4B oc,stagge—,or as indicated by me li ;ALL FRAMING OR HARDWARE Z yLL Pk2Y' T—a Manufacturer O <br /> NOT SHOWN OR SPECIF{ED O W <br /> TO REMAIN UNCFIANGED OJ 3 y 7 Provide solid Flat Blocking at all Valleys Fasten Sheathing to Blocking-n accordance with Nate 3. <br /> r O ^ LL <br /> m p O 8 Prvvide H2.5A CGp eadt side or TLOK6 Screw each ply at 2 ply or g eater Girder Truss ends,ryp. L.L p <br /> K <br /> B p do WALL FRAMING PLAN NOTES: <br /> do 9. tenor Walls shall be Shear Wall type of 6 with 2x5 Studs @ 16"oc,u.o.n. CD <br /> r(2)2x6 V4i SO8 Interior Walls shall be 2,4 SIbds Q 16'oe,u.o.n. N <br /> c it TO PO 2 b, 2 s �' 6 �' EXTEND TO CORNER 2 2 �N7 P1 3 ce It Shear Waft are n contact tail studs together 3/SO6.See IIS06 for I stud rs - is at Shear Wall <br /> �r+s L6 �f-, TO POD( `t+ SY-x12 GLB + �'+ � SYx13Y GL8 �+ s Mere atla <br /> t Ivl ,0 J __ _ 6 9e per special s gwremen <br /> RIM ( ). types Pt2 and P22. O <br /> ?0 Headers shall be 4,6,u o.n_See Deal t3/SO6 <br /> ATTACH LOW ROOF '' ATTACH LOW ROOF J <br /> DIRECTLY TO RIM I, l L—— — — — — —� DIRECTLY TO RIM ;1 Su <br /> Il up Stud Groups-n Walls supposing Beams Posts or Girder Trusses above shall be(2)Studs a on Sea General Slrucural <br /> BEAM PER,2/508.SIM END l R lSS--„i_ J BEAM PER 12/506,SIM END TRUSS P1-2 Pi Notes(or/astenmg requirements L.L. 0 <br /> m �I <br /> 2 2x6 W/HUC26-2- / it P1- p 2x6 (2)2x6 W/HUC26-2 6 PER pson LL <br /> II MONO TRUSSES—— <br /> - 2x4 W4=f'�r:.� () 12. Sae,0506 for Svn to USP hardware convarswn table. <br /> TO POST � r @24"oc J ,. TO POST S08 13/S07 j <br /> L 24- END TRU 4 RAFTERS @ 24"oc (H=F-6") <br /> (2)2x6 W/HUC26-2 TO END TRUSS <br /> 2x FULL L, N k, TO POST MONO <br /> LEDGER V4 �i TRUSSES 11 2x FULL DEPTH LEDGER LEGEND <br /> 12d EA TRUSS gg / SO6 @ 24"oc 8 S09 yr)(2)12d EA TRUSS VERT <br /> —__- -"-I—� VERT l Cn6 — <br /> �,�' (RIGHT (TOP ONLY AT ENTRY SX.X DETAILCALL-CUT <br /> SIDE ONLY) DOOR,EXTEND FULL i <br /> LENGTH OF EA. <br /> SHEAR WALL) I-PL-X. SHEAR WALL BELOW PER SCHEDULE OF IIS06 k <br /> m <br /> 7 <br /> EXTENDED FRONT PORCH OP CION--ELEV.'6' 1 BEARING OR SHEAR WALL BELOW O <br /> BEARING OR SHEAR WALL ABOVE d <br /> (F) FLUSH FRAMED(,BOTTOM FLUSH W/BOTTOM OF FRAMING) ul o <br /> Q rev <br /> o <br /> POST BELOW <br /> UJ <br /> PT.LID. BLOCK THRU FLOOR FOR POST ABOVE <br /> HOF HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 ; 04 B <br />