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L <br /> 0 <br /> N� <br /> w " <br /> � 5 <br /> � xu <br /> w- <br /> U7 tit <br /> a ww <br /> xx <br /> m� <br /> Qe 31 <br /> 0 <br /> co 13 SOB SOB <br /> CSt6x3'-0°- <br /> 4 BEAM TO PLATE � <br /> SYzx13Yz GLB(DROPPED) <br /> O 8 <br /> OSOfi F LUS210, SOB <br /> HOW HTS30C- y-TY,P, <br /> BEAM TO PLATE Pi-6 JL u <br /> Z2y,0 4x8 ? 3Yix12 GLB(F) 6 W <br /> 8 +s ry <br /> S08 vJ( <br /> 2x12 HF#2 ivy Kes 0- <br /> S08 TYP.UNO ADJUST SPACING AS REO'D Zy <br /> FOR PLUMBING,TYP.(SEE <br /> A6 FOR PLUMBING DROP I I 2 <br /> DIMENSIONS FLOOR FRAMING PLAN NOTES: <br /> SOB t, loor heath ng a0 La.thick (Panel Span Rating 48/241 with lonyilimension perpendicular to support ua naalFing <br /> II I to all Framing Members d Blocking below with adhesive conlarming to A.P.A.Specifcetion AFG-01.Fasten Sheathing to <br /> Framing with 0.131"d x Valli <br /> or Simpson WSV#9x2Y."screws as follows. /1 <br /> 2x12 HF#2 Framing,Edges 6"oc M <br /> ®12"pc Framing,Field 10"oc v0 <br /> Boundaries,Blocking Struts 6"oc U <br /> F-19 <br /> A[araasndminsad as Blocked Diaphragm provide 2x Flat Block rig(per General Structural Notes/at as Unframed Sheath ng Panel <br /> s 72 Edges.Faste 1 Sheathing to Framing and Blodung with 0.131 m x 2K Nails or Sunpson WSV#9x2}straws as rcllows w <br /> s +s Framing Edges 4"oc Q <br /> DBL JOIST(F) <br /> Frammg Field 10"a <br /> Boundsrles,Blocking,Struts 4"a `� <br /> aSea Drawings for other Sheathing Nailing requirements. (`< <br /> 'k all 112. Floor Frammg shall be ss indicated on plan.Refer to General Structural Notes far other requirements. z 1 <br /> a P1-6 ROOF FRAMING PLAN NOTES: O O <br /> r° . Roo S ealhing shall be Rat n thick('panel Span g 2d116)-Fasten Sheathing Wi to ning with 0.131 0 x 2/"Nl a o aillows: <br /> S06 �'� 8 Framing,Etlges 6'oc J <br /> I_. SO8 Framing,Field 12'oc <br /> Boundaries,Blocking,Struts 6'oc W ; <br /> At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member See Drawings for other w <br /> -1. LAP LOWER '1• +6 °cj Sheathing Nailing requi—ants. J <br /> AT'-1'-4"AND �j f <br /> 1 TO FLAT 2X4 At areas Indicated as Blocketl Diaphragm,provitla 2s flat Blocking(per General Structural Notes/at all Unframed Sheathing Panel <br /> TWIN STUDS DBL JOIST(F) Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y"Nails as follows: m <br /> - --- Framing,Edges 4"oc <br /> Framing,Field 12"oc <br /> 9`o+s Boundaries,Blocking,Struts 4"oc <br /> See Drawings for other Sheathing' N'I g regwrenrents <br /> 4 R f Franin hall be asindicated <br /> I O m 6 5Yyx16Yz GLB(DROPPED) oo g s1 plan Refer to Ge laral Svuctural Notes <br /> W Z <br /> F. 22� CLATE A"- 6 Trusses marked Strut shall be designed 10 accommodate the-nd'cated load,and connect ons W <br /> w PLATETO PLATE <br /> o. <br /> 6, Ovedraminy Menders shall be 2x4 Cnl 24 oc posted down to ma n rra nmg babes w/2x4 Qo 48'oc,staggered,or as indicated by the <br /> ALL F Ili:- (LI .F:L z V C 6 Truss Manufacturer. O <br /> NO. VVN Y I-I� C) <br /> l t 411J.J• fJ Lcl; 0 3 7. Prov de solid Flat Blocking at all Valleys.Fasten Sheath r g to Blocking in accordance w th No1e 3. O LU <br /> mLL r CL LL <br /> O L. 6 ProVde H2 5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. O <br /> _ K <br /> 6 o WALL FRAMING PLAN NOTES 1, <br /> p 9 Emenor Walls shall ba Shear Wall type P1 6 wit 2— z6 Safi oc,t o n. U- `J F-• <br /> -(2)Zxd SOB Interior Walls shall be 2x4 Stud Q 16 oc u U <br /> /HUC2c:- ? cc 6 +( ? 2 on <br /> TO PO'T 6. 5yx12 GLB `c+d, "I,' ryN' Syx13Y GLB 2+6 +6 Where adjacent Shear Wslis are'n contact nali studs together per 3/506 See 1/SO6 for spec al stud raga remenls at Shear wall <br /> —_. <br /> RIM /-10'-0" (EXTEND TO CORNER) types P1 3 P1 2 and P2-2 O <br /> 1r d _� _ CANT. 10 Headers shall be 4x6 u a n See Detail 13/SO6. UJ <br /> ATTACH LOW ROOF (--- I. ( ATTACH LOW ROOF J LiL < V <br /> DIRECTLY TO RIM __� DIRECTLY TO RIM 11 Built,p Stud Groups n Walls supporting _ <br /> BEAM PER 12/506,SIIN �-- - - BEAM PER 12/508,SIM END TRUSS Pt- Notes far fasten n iremenis Beams Posts or G rder Trusses above shall be(2)Studs,u.o.n.See General Svuctural A <br /> P 9 raga Li. F <br /> (2)2x6 W/HUC26-2 - 2x4 Rh Lr.S - 2)2x6 (2)2x6 W/HUC26-2 fi PER (n <br /> ( 12, seal olso6 for svnpson to usp hardware toners on tableLL <br /> TO POST rd i0 T w - -_ ��24"u 1 TO POST S08 131S07 <br /> ul" 11ff-- ly- <br /> END TRU . 2x4 RAFTERS®24 <br /> / 2x FUL IL'-1-� 12)2z6 W/HUC26-2 MONO TO END TRUSS <br /> III, _ �_ TO POST <br /> 5 --' LEDGEh� TRUSSES��-/� 11 2,FULL DEPTH LEDGER LEGEND <br /> f 12d EA r'USS (�24"oq/n\ 509 W/(2)12d EA TRUSS VERT <br /> IL_ VERT SO6 SOB <br /> it I 1 I <br /> (RIGHT (TOP ONLYAT ENTRY SX X OETAIL CAU1.UT <br /> SOg i SIDE ONLY) DOOR,EXTEND FULL i <br /> LENGTH OF EA. <br /> SHEAR WALL) SHEAR WALL BELOW PER SCHEDULE OF IIS06 <br /> m <br /> F— BEARING OR SHEAR WALL BELOW m <br /> EXTENDED FRONT PORN-: :)P li-ELEV,'B' <br /> Of <br /> BEARING OR SHEAR WALL ABOVE Ur <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) ul o <br /> v <br /> POST BELOW <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 S 04 B <br />