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G <br /> ='ter <br /> sC <br /> of <br /> LU m <br /> 4= <br /> L1G o w <br /> IL x wS <br /> o0 <br /> mm <br /> 3p <br /> 13 1 s <br /> 46 S08 SOB SO6 <br /> CS16x3'-0"- <br /> 4 BEAM TO PLATE v], <br /> 5Y2x13,V2 GLB(DROPPED) P1-6 " <br /> FDR <br /> p � R4x�l <br /> FF44 s>. <br /> Q F7 LU5210, 9 144 <br /> SEAM HTS30C• TYP UNS08BEAMTO PLATE 2 3Yzxl2 GLB(F)1-1 +6 LL <br /> S08 ( <br /> 1,�212 B pS 2'�6 of srrz- <br /> 2x12 Hill <br /> 2 Q 16"oc, <br /> S08 TYP.UNO ADJUST SPACING AS REO'D <br /> FOR PLUMBING,TYP.(SEE L <br /> A6 FOR PLUMBING DROP 2 FLOOR FRAMING PLAN NOTES: <br /> DIMENSIONS)�I I SOB 1. Floor Sheathing shall a.'thick (Panel Span RaWg 48/241 wish long dimension perpandlcular to su�Shealhing <br /> F all Framing Members and Blocking below with adhesive confonning td A.P.ASpscJi.b.n AFG-01.Fasten Sheathing to <br /> Framing wish it ;,v0 x 2)4"Nails or Simpson WSV#ii-screws as follows: <br /> 2x12 HF#2 Framing,Edges 6"ac M <br /> Q 12"oc Framing,Field 10"oc �hJ <br /> Boundanes,Blocking,5truts 6"oc 1 ' <br /> 3 At areas'td catetl as Blocked Diaphragm Provide 2,Flat ell(par General Structural Notes)at all Unto ned SI eatli ng Panel #�•�� <br /> S08 ?? Edges Fasten Sheath" to Fronting and Block ng with 0 131 0 x 2Y_•Nails or SI pson WSV#9x2Y+'strews as follows: w <br /> +s +s <br /> Framing Edges 4'oc <br /> DBL JOIST(F) -_ Framing Feld 10'oc <br /> ° Boundaries Blocking Struts 4'oc `� Q <br /> Sae Drawings for other Sheathing Nailing requ remenis. '^ <br /> a V <br /> 2. Floor Framing shall be as indicated on plan.Refer to General Structural Notes for odler requirements. r <br /> a Pt-6 ROOF FRAMING PLAN NOTES: O O <br /> 6 m 508 0o Framnn Field 12°dgP24/,61.Fasten Sheathing to Framing with 0.1 1"0 x Nals as follows'.Sheathing hall be Is thick(Panel Span <br /> SO6 �N 8 Framing,Edges 6"oc J Q <br /> 9. <br /> IDoundanes,Blocking,Struts e"oc w <br /> ry+E' 2 At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other T LL( <br /> -0"-LAP LOWER 'p 2+6. Sheathing Nailing requirements. 1 J <br /> _ ATE 1'4"AND i W <br /> i TO FLAT 2X4 At areas indicated as 6locka l Diaphragm,provide 2x Flat Blocking 1per General I.cut al Notes)at all Unframed Sheathing Panel <br /> .,. iT O STUDS DBL JOIST(F) Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y"Nails as folows: Q <br /> -_ _._. <br /> " Framing,Edges 4"oc <br /> --- Framing,Field 12"oc <br /> 1 <br /> 2+6 SOB 4�+s Boundaries,Blocking,Salts 4"oc <br /> See Drawings for other Sheathing Nailing requirements. <br /> . -T <br /> K OPPED) 4. Roof Framing shall be as indicated on plan.Rater to General Structural Notes. <br /> 0 - SYzx16Yz GL8(DR <br /> a io ZZx CS16x3'-0"- �- <br /> gqW PLATE TO PLATE 5 Trusses marked Strut shall be designed to accommodate it, d I l load,and connect ono. LLI <br /> ALL FRANIIN(a O'HARDWARE Ic 6 Ovelf—ing Me nbers shall be 2x4 Q 24'oc posted down to man Irani ng below w/2x4(g 48 oc staggered,or as indicated by the / W <br /> n a.m LL Q111 Truss Manufacturer O CI <br /> NOT SHOWN OR SPECIFIED �` W <br /> TO REMAIN UNCHANGED °O y LL 7. Provide sold Flat Blocking at all Valleys Fasten Sheathing to SI>vk rg'r accordance with Nate 3 O /'�..... _.. - L.L. <br /> O - 0 <br /> a ILL <br /> e Provide H2 5A Clip each side or fLOK6 Screw each ply at 2-ply or greater Girder Truss a ws,yid. <br /> aI O <br /> 5 o m WALL FRAMING PLAN NOTES: <br /> p 9. Exterior Walls 5hel beT a hear�Yi/�type"P7-6 with 2,6 ScudsF— <br /> / SOB Interior Walls shall be 2.Studs @ 16"oc,u.o.n. 0 <br /> \3 5, 12 GLL �Y6' ?-/6' 5Y xl2 GLB �'/0 'Lry+ rLry+ 5)ixl 3Y GLB }6. 2'+6 Where ad)ace tI Shear Walls are in contact.nail studs together per 3/SO6.See 11606 for spec al stud requ'rements at Shear Wail LL. z <br /> RIM+/-I0'0' _�_ RIM+/-10'-O" (EXTEND TO CORNER) types P1-3 Pt-2 and P2-2. t 1 ' <br /> .— If 17 <br /> p _— CANT. W O <br /> 10 Headers shall he 4xfi u a n Ssa De1e113/SO6 <br /> 2x4 SHTG LEDGER---- - - 2x4 SHTG LEDGER J <br /> L_.__ _ _ _ _ _ _ <br /> W/( EA STUD IVIUNO TRUSS - -- W/(2)12d EA STUD 11 Buil4up Stud Groups n Walls supporting Beams Posts dn Girder Trusses above shall be(2)Studs,u.o.n.See General Structural <br /> TRUSS 1- Notes for fastening requirements, LL LryL. <br /> (2)2x6 WI HUC26-2 (�- (2)2x6 W/ SOg (2)2x6 (2)2X8 W/ 6 PER 12. Be,10506 for Simpson to USP hardware wnversion table. <br /> TO POST MONO TRUS6_ _ HUC26-2 END TRUSS HUC26.2 S08 131S07 <br /> TO POST TO POST <br /> 17 (H=5'-6") <br /> (2)2X6 W/HUC26-2 <br /> TO POST 6 LEGEND <br /> ENDTRUSS S09 <br /> 8 8 <br /> 1fiy' 1 (RIGHT (TOP ONLY AT ENTRY XX DETAIL CALL-OUT <br /> SIDE ONLY) DOOR,EXTEND FULL SX.X <br /> LENGTH OF EA, k <br /> SHEAR WALL) ®-X SHEAR WALL BELOW PER SCHEDULE OF IIS06 <br /> 7 <br /> BEARING OR SHEAR WALL BELOW rA <br /> EXTENDED FRONT PORCh OPTION-ELEV.'A' g <br /> BEARING OR SHEAR WALL ABOVE a <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOT1"OM OF FRAMING) <br /> Fr <br /> CI C <br /> POST BELOW <br /> ui <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE °: <br /> HOR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 fee/04A <br />