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W <br /> Yi E I-' <br /> B <br /> SOB SO6 <br /> r� <br /> x�7e,, <br /> w <br /> ADJUST- AS REO'D <br /> 14 .. FOR PLUMBING,TYP.(SEE <br /> S08 FOR PLUMBING DROP DI <br /> - I I DIMENSIONS) 1`►."a)-1➢' >>- <br /> LL ti <br /> 2 <br /> SOB 2z12 HFIK <br /> ®19,2"oc,TYP. 9 <br /> TYP U. <br /> S08 T.j <br /> pgh/111 <br /> SYa x72 LB(F) <br /> v HHU55.50I10 ati <br /> S08 <br /> 0"LAP LOWER rn FLOOR FRAMING PLAN NOTES: <br /> p 3 1. Floor heathmg s a be'/."thick TSG(panel Span Rating 46124)with long dimension perpendicular to supports.Glue S'heathiag <br /> \TE 1'-4"AND SOB tp all Framing Members and blocking below with adhesive conforming Ie A.P.A.Sfaiall ation AFG-01.Fasten Sheathing t0 F- <br /> I TO FLAT 2x4 IL ? a Framing with 0,131"0 x 2Y."Nails or Simpson_W_SV 49x2Y;'screws as(allows: <br /> ..-. FWN STUDS O a ti Framing,Edges I 6"oc CID �r <br /> Framing,Field 10"oc <br /> 4x72(F) Boundaries,Blocking,Stuts -6"oc <br /> O At areas rnd'cated as Blocked Diaphragm,p d 2x Flat Blockn <br /> `a - - - - -- Edge.Fasten Sheathing to Framing and BI x g with 0.131 0 92Ye'rNails araSimpson WSV N9x21;aiscrnrasrnaedhoevaJthing Panel 7 W <br /> OF m (2)2x6 -q a Framing dges 4'oc <br /> 8 Framing,Field 10"oc Q <br /> Boundanes,Blocking.Struts 4"oc �� Q <br /> Z v SOB See Drawings for other Sheathing Nailing requirements, frt <br /> p�?� 2. Floor Framing shall be as in wed on plan.Reler Ib General Structural Notes for other requirements. r <br /> ROOF FRAMING PLAN NOTES: Z <br /> `m -- 0 _ <br /> 3. Roof Sheathing shallbe Is'thick(Farrel Span Rating 24116).Fasten Sheathing to Framing with 0.131"0 x 2rz'IJail>as(allows: O <br /> Framing,Edges <br /> Framing,Feld 12"oc Q <br /> 5 o„ )ro HU212-3 0 4 A Boundaries,Blocking,Struts 6"oc <br /> -0"LAP LOWER SOB Q~Pt ry (3)2x12(F) P�+ 508 �R�rC0 At Unframed <br /> Panel Edges,provide PSCA Framing Clips centered between 6 Framing Member.Sze Drawings for other Lll <br /> aTE 1'-4"AND ___ +/-70'-6" 2;B CS16x3'•0"- g Nailing requirements. w J <br /> S&15 GLB(DROPPED) TO PLATE PLATE W <br /> TO FIAT 2.4 At areas indicated as Blacked Diaphragm,provid,2x Flat 6lucking(per General Structural Notes)at all Untrained Sheathing Panel <br /> WN STUDS EtlgesFIT .Fasten Sheathing to Framing and Blocking with D.151'0 x 2k"Nails as follows: _Q <br /> "---------' _--— -- HHUS5.50AO Framing,Edges 4"oc <br /> 16 Framing,Field 12"oc <br /> f ----- - — - S09 t3 Boundaries,Blocking,Struts 4"oc <br /> ALL FF2AMING ,T HARDUVh I SOB see Drawings for other Sheathing Nailing requirements. <br /> NOT SHOWN OR SPECIE Ir_U ATTACH LOW W <br /> TO REMAIN UNCHANGEi: ROOF tO BEAM 4. Rawl Framing shall be as indrd-1 on plan.Rotor to General Shuctural Notes. <br /> —.---. PEROED TRUSS <br /> ' LL <br /> MONO END TRUSS tc I � 5. Trusses marked Strut shall be designed to accommodate the ind,det,d loads and connections. w <br /> z x HORIZ.HTS OC 'r3 Z <br /> , 6. Ovedrani ng Mer bers shall be 2x41.24'oc posted down to man ham ng below wl 2x4 Q 48 oc,staggered or as indicated by the O ; <br /> O EA.SIDE BEAM (2)2x6 Tmss Manufacturer. <br /> 2 TO PLATE <br /> x - III+16 <br /> 12 2 SOB HU472 T. prov de solid Flat Blackl,g at all Valleys,Fasten Sheath t°:d BI°ck ng' accordance <br /> e with NOW 3. O LL <br /> MAX) 8 Prov de H2.5A Clip sach side or TLOK6 Screw each ply •2-ply or greater Girder Truss ends.lyp. � 0 <br /> (2)2 6 / 0 /-._—..._.._// (2)2x6 r - , —4x72(F) ( WALL FRAMING PLAN NOTES } <br /> LL`f§ J�.xWtl lls shot a ear al type tE win 2x6 tutls Q 6 oc u.o n — <br /> _1 P1- 2 2x6 I Interior Walls shall be 2x4 Studs Q 16'oc,u o n <br /> MONO _ (2)2X6 Wl 5yx15 GLB Where adjacent Shear Walls are 1n contact nail studs logether per 3/S06 See 1/S06 fors I stud a W at Shear Wall � � U <br /> tin a patio su 4uiremen <br /> TRUSSE -._,_ HUC2fi-2 2 types Pl3 Pi-2 and P2-2. C <br /> -- ------_' - TO POST S c <br /> (2)2x6 WI 24'oe -- Z <br /> RAISED HE 1 <br /> HUC26-2 1 (W)2x6 10 Heatlere shall be 4x6 u.o n.See Dated 13/506 <br /> 0�� 11 MONO TRUSSES S08 a_ rH\ <br /> TO POST 1 S09 @ 24"oc 1I, Built-up Stud Groups in Walls suppuning Beams Posts or G rder Trusses above shall be(2)Studs,u c n.See General Structural U <br /> (U2)2xb _ ej Z il erv/ SO8 (2)2x6 W/ NOW,for fastening requ iamenls. <br /> W GLL <br /> — SO6 MONO 11 HUC26-2 = U) <br /> C2 <br /> _.. "HG5'. TRUSSES S09(RIGHT SIDE ONLY TO POST 12. see lasee for slmpaon tousP hardware wmers o,table. <br /> EXTEND FULL LENGTH 24'oc D <br /> .I.i1 OF SHEAR WALL <br /> �sdo; ) <br /> LEGEND <br /> EXTENDED FRONT PO Gid ci-Ev.'x sxx DETAIL CALL-OUT <br /> P1- SHEAR WALL BELOW PER SCHELIIILE OF)ISM <br /> m <br /> N <br /> BEARING OR SHEAR WALL BELOW t <br /> g <br /> L___I BEARING OR SHEAR WALL AM` a <br /> (F) FLUSH FRAMED(BOTTOM FLUSH/V/BOTTOM OF FRAMING) - <br /> L <br /> POST BELO W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 012 e 16 304A <br />