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LU s. <br /> �n G� <br /> Uuj <br /> a1 <br /> �x <br /> a ww <br /> xT <br /> mM <br /> q� <br /> d 13 Ocn <br /> S00/- <br /> —CSi8x3'-0"- SOB <br /> EAM TO PLATE p <br /> 5Y2x13Y2 GLB(DROPPED) <br /> l f TI F <br /> s B o <br /> SOB <br /> 6 I: S06 4x8 <br /> 0 <br /> I � I I — Pt-6 HORIZ.HiS30C- � I <br /> -.. 2?+BEAM TO PLATE <br /> xI'�1I'b I II I . B 6 <br /> I:F1F)r I, 'I II I _ OF Ashv ,ey/� <br /> 1. o <br /> 2z12 H7#2 N sees <br /> 116 <br /> ADJUST F (i ,-.@ TYP.UNO 2 3`](x4u.Y1q'' <br /> FOR PLU ALIM SOe <br /> oo <br /> A6 FOR(l.tllJlr:li a�_�l.l:l <br /> _ FLOOR FRAMING PLAN NOTES: <br /> I 1 Floor heath ng eshallt Gt 8 (P I Spa R or ng 415/24l rh I g diA.Sp ci perpentl cuter to Fasten <br /> S Glue Sltezllting <br /> 1.F,all Framing Members tl Blocking bat 'ill dhesiv f g fo A P A Sped(caf on AFG-Oil.Faslan Sheaili ng to <br /> Ir.- _ Fram ng w th 0 131 0 x 2Yz Nails or Sump WSV iigxZ� crews as follows <br /> - <br /> - 2�'I If 0, Frammg Etlges _ 6'oc �Mry�� LL <br /> Framing Field 10'oc W W <br /> Boundaries,Blocking,Siruls e"oc � --I <br /> M. 'F, <br /> Atareas indicated es Blocked Dia hra <br /> p gm prov tle 2.w Flat Bock tgiper General impso rat Notes)al all cr calking Panel WgesSheathing to Framing and Blocking with 0.131 0 z1'/.NeAs ar Simpson WSV#yz2Y sere s as IOJorvs ``^^J Framin Ed es 4"oc <br /> s. s Q <br /> L JO Fram ng Field 10'oc <br /> el Boundaries Blocking,Struts 4'oc Q <br /> Sae gs Dr for otter Sheathing Na ling requirements m �( <br /> I Floor Fram g shall be as indicated or, 1 Refer to General Structural Notes for other rc <br /> 2 in p gwmments. LZ Z <br /> P ROOF FRAMING PLAN NOTES. <br /> 1 6 C) r <br /> o. O <br /> 8 3. oof at ng shall ba rs 1 w (enel Sp 1 Rntirg 24/16).Fasten Sheathing to Framing with 0-1�1'0 x 2/,Nails as follows O <br /> Frammg Edges 6"oc J I— <br /> .[o= V Framing,Field 12"oc Q <br /> .. v > <br /> Boundanes Blocking Struts 8"oc UJ <br /> ry}o d At Unfr d Panel Edges proud ISCA Fram ng Clips d b.t1111 each Fremi tg Member.Sae Dr y 1 ­11w <br /> CS16X8'-0"-LAP LOWER Sherati gN T y q trements <br /> j TOP PLATE 1'-4"AND At areas iitocaled as Blacked D-a Ina W <br /> 7I ATTACH TO FLAT 2x4 p y n,prov tle 2x Flail Blocking(per General Structural Noes at ell U tf arced Sheal t ng Panel Q <br /> (. - BLKG BTWN STUDS Framing,Edges n ng and 4'oc a <br /> 4 !I 6 -- Framing,Field n 12'oc <br /> DBL JOIST F Edges.Fasten Sheath ng to Framing d Blocking with 0131'0 x y',Na Is-s follows: <br /> A� SOB a} Boundaries,elocki g,Struts 4"oC <br /> Sea Drawings for other Sheathing Nailing requirements. <br /> i` ✓-- '',., x 4. Hotel <br /> Framing shall be as ndicated on plan.Refer to Gen..[Structural Notes. <br /> x <br /> CS 0 12a"e i0 <br /> PLATE TO FLATS -I ! w 5 Tmsses marked Strut shall be e in designed to accommodate thdicated loads and connect ono W <br /> Ili OveAra rainy Members shall be 2z4 @ 24 oc posted down to ma n framing below w/2,4 g 46 oc.slaggeieU or as ntdicalatl by the W <br /> u. ALL FRAMING OR HARDWARE Truss Manufacturer O < W <br /> z NOT SHOWN OR SPECIFIED <br /> N 3 TO REMAIN UNCHANGED r. Prov de solid Fiat Blocking at all Valleys.Fasten Sheath ng to alodong n accordance w th Nute 3 <br /> of O ! O Li <br /> I Jm 8. Provide H'L6A Clip each side or TLOKG Screw each ply at 2-ply or greater Grtler Truss ends,tyP. O l I <br /> a WALL FRAMING PLAN NOTES: <br /> 1'S <br /> i p i I i I�. 6 fl E%teri01 Walls shall be Shear ail type P1-6 w ih 2,6 Studs @ 16oc.u o n.-- - --— - � v <br /> SOB 6 j E I"tarot Walls shall be 2x4 Studs(g IG o<u.o.n ail �/ U <br /> EI <br /> RIM 115Y2.1-OLO" ry 4 SHTG LEDGER _.. ry RIM5Y2 <br /> 1 OLO L L 2x4 SHTG LEDGER typese ad3 cent Shear Walls are in contact na slugs together per 3/SOS.See 1/5G6 for spacial said�equiremenfs at Spear Wall LL. <br /> Pt- Pi-2.and P2-2. W O <br /> _-:_:AI I ill 10, heads,$shall be 4xG u.o.n Sae Detail 13/S06, ^ V/ <br /> Al d_ -1. .,.I I W/(2)12d EA STUD —J MONO TRUSS W/(2)12d EA STUD 11, Bunt-up Brad Groups m Walls support rg Beams,Posts or Gilder Trusses above shall be 12)Studs.u.un.Sin General Structural 1//•''•��{_ N` U <br /> \4�:: <br /> -Pt-1 MONO TRUSS Notes for tasteningrequirements. Q <br /> 11 <br /> PER 6 (2)2X6 W/ (2)2x6 — S09 - (2)2ze W/ (2)2x6 W/HUC26-2 12. Sea 10/806 for Simpaen to USP hardware conversion table. <br /> i 3ISO% SO)6 HUC26.2 <br /> TO POST END TRUSS TO POST MONO TRUSS TO POST <br /> (2)2x6 W/HUC26-2 <br /> 1 <br /> TO POST (2)2x6 s sos LEGEND i <br /> SOB g 6 ENO TRUSS --- --' <br /> SO6 SO6 <br /> AT <br /> 16 XX <br /> DOOR,EXTEND FULL SIDE ONLY) S09 SX.X <br /> LENGTH OF EA. <br /> SHEAR WALL) LP1�) SHEAR WALL BELOW PER SCHEDULE OF 1ISOfi <br /> (TOP ONLY ENTRY (RIGHT DETAIL CALL-.UT a� <br /> i9 <br /> I BEARING OR SHEAR WALL BELOW to <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' tz <br /> M <br /> BEARING OR SHEAR WALL ABOVE a <br /> IF) FLUSH FRAMED,BOTTOM FLUSH W.!BOTTOM OF FRAMING) <br /> W <br /> C <br /> POST BELOW -- - <br /> PT.LD. BLOCK THIRD FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE-10 <br /> 0 1 2 4 6 Id SO4A(M) <br /> i <br />