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�u <br /> W <br /> s <br /> �n G �Z' <br /> i aT <br /> U w.f <br /> LL= w;. <br /> (L =w <br /> �e <br /> Oy Q <br /> 13 SOB S06 <br /> ti}QV S08 CS16x3'O <br /> Q 5Y2xl3Y GLB(DROPPED)BEAM TO PLATE Pi 6 v7 <br /> -- - __.-_._-__- P- <br /> r <br /> _ R f•�. <br /> I ry <br /> o SO6 N LU 210, B W ' <br /> HORIZ.HTS30C- IT'] TYP UNO SOS <br /> BEAM TO PLATE <br /> G! <br /> ry,�b - - - 4x8 ? 3Yzx12 GLB(F) <br /> 2� ti <br /> 8 <br /> S08 <br /> 1041omr <br /> ASMi <br /> s 11 a y�o <br /> 2x12 HF#2 <br /> 2 @ 16"oc, <br /> TYP.UNO ADJUSTSPACING AS REQ'D <br /> SOB FOR PLUMBING,TYP.(SEE 1 <br /> A6 FOR PLUMBING DROP 2 FLOOR FRAMING PLAN NOTES: --- <br /> DIMENSIONS) S08 1. loot heathing shall be.tN (anal an Rating 88/24)with long long dimension to suppons.Glue sheathing <br /> II II to all Franeng Members d Blockktg below with adhesive wntorming to A.P.A.Specifi ation AFG-01.Fasten Sheathing to <br /> Framing with D.131"0 x 2Ya"Nails or Simpson WSV#9x2Y'screws as follows: <br /> 2x.2 HF#2 Framing,Edges 61 M <br /> Q 12"oc Framing,Field 10"oc <br /> Boundares,Blocking,Struts 6"oc <br /> LL- <br /> 3 <br /> AI areas indicated as Blacked Diaphragm,provide 2x with <br /> 0.Blocking(per General Structural Notes)at all Unframedlbws Sheathing Panel <br /> AP <br /> 2 SO6 d2 Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2)="Nails or Simpson WSV#9x2KP screws as follows: w <br /> +s DBL J IST IIF +s Framing,Edges 4"oc V <br /> �_� Framing,Field 10"oc Q <br /> 0 <br /> Boundaries,Blocking,Struls 4'oc <br /> aSea Drawing¢for other Sheathing Nailing requ remenk. `•� ♦Q♦rr�� <br /> - 2. Floor Framing shall be as indicated on plan.Refer to General Structural Notes far other requirements. z V <br /> n _ < 1-6 ROOF FRAMING PLAN NOTES: O Z <br /> . Roof S eatli tg shall b.&",hick(anal Span Rating 24/1u1.Fallen Sheath ng to Ong wuh 0.131"0 x 1'Nels as follows Q <br /> 8 n 8 Framing Edges 6"oc J - <br /> SOB Iy -- S08 Framing Fleltl -72'oc <br /> Boundaries,Blocking,$trots 6'oc <br /> m W <br /> ryt6 2 Al Unframed Panel Etlges,provide PSCA Framing Clips centered between each Framing Marnber.See Drawings for other LlJ <br /> -0"-LAP LOWER 'L its Sheathing Nailing ri,u-ments. J <br /> ATE 1'-4"AND BUJ <br /> i TO FLAT 2x4 At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)a[all Unframed Sheathing Panel <br /> TWN STUDS DBL JOIST(F) Etlges.Fasten Sheathing to Framing and Blocking with o.131 0 x 2 s"Nails as tomes: Q <br /> - - Framing,Edges 4"oc <br /> Framing,Fleltl 12"oc <br /> S08 Q Boundaries,Blocking,Struts 4"oc <br /> See Drawings for other Sheathing Nailing requT—ta. <br /> O J <br /> K o I 4 Roof Framing shall be as ndicated on plan Refer to General Structural Notes <br /> 0 6 - 5YzX16Yi GLB(DROPPED) <br /> Qm ,L21- C$i6X3'-0"- 6 Tmsses marked Sbut shall be des d to accommodate tl a ttl toted bade'and connect ons lJ.l <br /> w PLATE TO PLATE gna M <br /> "' Q(V� 6 Ov¢d amirg Me nbers shall be 2.4 Q 24"oc posted down to main refiningbelow w/2x4 48 oc staggered, LL w <br /> ALL FRAIVIINI+OF,I IARDUtlARE LL.� Q gg¢retl,or as intl�cated by the O > <br /> NOT SHOWN Ck 4 ECIFIEO Z c,. LL. �2 Truss Manufacturer <br /> TO REMAIN UNCHANGED 00 T Provide sold Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accoldance with Note 3. O ^j L.L w^ <br /> {.,L <br /> m BProvide M2 SA Clip each side or TLOK6 Screwh ply at 2-ply greater Girder Truss entls,typ O <br /> o m WALL FRAMING PLAN NOTES: _„_ _ _, __ <br /> 5 o g. Exterar wane anal)be�near type P�G z s€t d�(r§16 <br /> 2 SOB Interior Walls shall be 2,4 Sluds @ 16 oc,u n U <br /> 2 6 6 2 z <br /> 1::2 <br /> u1:� :,d. i G b1zx12 GLB +6, q,' q, SYx13y GLB y. 'r6 Wnare adfacent Shear Wans aren contact nal studs together pet.i/SU6 See 150fi for spec al stud r¢gmremen[s at Shear Wall'-6 ` RIM+/10-0" (EXTEND TO CORNER) typesP7-3,Pb2 and P2-2 O CANT.2x4 SHTG LEDGER2x4 SHTG LEDGER0 Headers shall be 4x6 u o rt.S e Dele 113/SO6. WW/(2)12d EA STUDS —�— W/(2)12tl EA STUD — 11 y ems Pasts or G rtler Tues.,sas above sh n O St d ...Se G St aural _ <br /> t . Bu ll-up Stud Groups n Walls supporting Be a a be 2 'u s,n o n a enera i <br /> _ I: MONO TRUSS Norms for listening requirement. tin.—I <br /> Fn <br /> (2)2x6 W/HUC26-2 I (" -(2)2x6 Vv/ - SOB (2)2x6 (2)2x6 W/ 6 PER 12 See IUS06 for Simpson to USP hardware conversion table. L <br /> TO POST MUNO TRUSS HUC26-2 HUC26-2 S08 13/SW <br /> -------'-- --- TO POST �', END TRUSS TO POST <br /> 11 (2)2x6 W/HUC26-2 -=j <br /> S05 - ( 1xb TO POST 18 <br /> END TRU— SOB LEGEND <br /> SS <br /> 16 (RIGHT (TOP ONLY AT ENTRY XX OETAIL CALL-OUT <br /> Sin SIDE ONLY) DOOR,EXTEND FULL SX.X <br /> LENGTH OF EA. k <br /> SHEAR WALL) SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 <br /> at <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' BEARING OR SHEAR WALL BELOW t <br /> IY <br /> E___] BEARING OR SHEAR WALL ABOVE LU <br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) <br /> 0 N <br /> POST BELOW <br /> 1-PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 1 2 4 8 16 S 04A <br />