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G <br /> W <br /> r� <br /> �o <br /> _gym <br /> LU s <br /> 0 = _ <br /> it <br /> a w j <br /> r <br /> os mro <br /> a rn-o <br /> S06J �^ 13 N O <br /> --CS16x3'-0"- SOS 'o tn� <br /> cAM TO PLATE <br /> 5Yzx13Y GL8(DROPPED) <br /> E HOP <br /> ll <br /> B o <br /> B sos m <br /> S08{ <br /> P1 6 HORIZ.HT530C- <br /> BEAM TO PLATE <br /> u _ <br /> 4x8 - 2 <br /> 8 <br /> _ SOB <br /> -ky T.I <br /> - <br /> 2x12 HF#2 �. \ <br /> - Q 16"oc, ,� <br /> --ADJUST�I III TYP. 2 -jj u N <br /> FOR PLUNI(tIIVC lip" St UNO 508 �x'f11y11.111 -' <br /> A6 FOR PI uNJlb c'W <br /> (SOJ) OIMENSIurVal FLOOR b FRAMINGThe gsha LAN NOTES: g Iw g perpendicular to supports Glue Sheathing g ( $van-4812ai1h Ion dimension e <br /> 1. loar Sheath h II :iBla 8G Panel �1 <br /> fo all ng with Members and Blocking below vi ih adhesive conforming to AP A.Spac(cation AFG-01 Fasten Sheathing to <br /> Framing with 0 131 0 x 2 na Is or Simpson WSV#9x71;'screws as follows' <br /> 2@ 1 ' c ill Framing,Edges 6'oc M W <br /> 1 I`I,- Framing,Field 10"oc �,�f <br /> f3ouin Brans. <br /> ras BI king St AS 6"oc 1 , —I <br /> +lo S08 }6 Al areas 1 d BI ck I D'pl g provide 2x Flat Blocking(per General Structural Notes)al all Ume ed SI att i rg Panel LTL• w <br /> ;I ti ,y'L Edges.F stem Sheathing to F-IlIng and Blocking with 0 131 0 x 2Y.Nails or Simpson WSV III9x2Y straws as fo lows: 1 U <br /> _ — FriFraming Edges 4'oe y <br /> D L JOIST(F) <br /> 10'oc <br /> ;_.. � � - I Boundaries,BI king'Struts 4'oc ��, Q I <br /> See Drawings fother Sheathing JN 1n Ya <br /> quuemems �r <br /> -i <br /> ." II 2. Floor Riming shall be as'ntl,.aW ld on pie Refer 1 e Ge I St Yu al Notes for other requvemer is z <br /> Pt 6 � I I� ROOF FRAMING PLAN NOTES. <br /> 3. RoofSt—thing shall be,a"t ak(snit SP n Roiing 24/i6).Fasten 91healh'ng to Framing w with 01 0 x Nails as follow, O <br /> (- pie) n 906 Framing,Edges 6"oc f <br /> Framing,Field 12"oc Q <br /> Boundaries,Blocking,S[ruts 6"oc W <br /> +' 2 At Unframed Panel Edges,provide PSCA Framing Clips centered between each RantingMeb raw a,See Din s for other Lll <br /> `Lry `z+s CSi6x6'0 LAP LOWER Sheathing Nailing requiraments. p m g = J <br /> TOP PLATE V-4"AND LV <br /> AI areas indicated as Blocked Dia na r eio[w r <br /> ATTACH TO FLAT 2X4 Ni y n,provide 2x with <br /> 0 ng(pet General Mows al Notes)at all Unframed Sheathing Panel <br /> DBL JOIST(F) Edges.Fasten Sheathing to Framing and Blogkin [h O.t31"0 x 2,'Nails as follows. Q <br /> BLKG BTWN STUDS Framing,Edges 4"a <br /> I.. q 6 Framing Field 12'oc __ ___ <br /> O See D—urigs for other Sheathing i Ne ing nequ rem nts. <br /> u <br /> li I I <br /> silo r 1 L ITV'�rE.. 2 �W� 4 Roof Framing shall be as'nd wlad on plan Refer to General S t al Notes. <br /> PLATE TO F LATE I 2'r'G 5 Tnissee marked Strut shall be designed to accommodate Ihe'ntl'caled loads and connexions. LLI <br /> z <br /> �O N 6 Overtrsitting Members shall be 2,4 @ 24"oc Vested down to na n framing below w/2.4 Rj 46 oq staggered,or as andpattid by the LL) <br /> ALL FRAMING OR HARDWARE Truss Manufacwrer z0 NOT SHOWN OR SPECIFIED O �1 W <br /> m O TO REMAIN UNCHANGED T. Provide solid Flat Blocking at all Valley,.Fasten Sheathing to Blocking In accordance with Note 3. J <br /> O Li <br /> Q 8. Provide H2.5A Clipeach side or TLOK6 Straw each at 2- or realer Girder Truss ends O ^^ <br /> i I I ! � m PY VlY 9 �tyV O <br /> 5 WALL FRAMING PLAN NOTES <br /> I S08 9, Etulari Walls 11,11111ear a I type P1-6 WE Studs Ia71fi oc u o n. LL (� <br /> lo 0 _ Interior Walla 511811 be 2x4 Studs @'IG oc u.o n .xr <br /> '•y* 2'f6 2'r'6 r,' 5yx12 GL8 'L SYZx12 GI-8 `b+ Where adI...nt Shear Walls are n contact na I studs together per WS06.Sae 1/S06 for special stud niq.-per is at Shea'Wall <br /> RIM+/-10'0" types P7 3 Pi-2,and P2-2 O <br /> _ <br /> ! 10 headers shall be 4x6 u o n $a.Owed 13/S06 — <br /> J2xUj <br /> 4 SHTG LEDGER _ __ 2x4 SHTG LEDGER � � U <br /> (2)12d EA STUD MONO TRUSS W/(2)12d EA STUD 11 8uIli Slud Groups in Walls supporting Beams Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural <br /> MONO TRUSS n/ <br /> Notes for festering I.L_ <br /> _PI-2 � 11 g raqurtements. <br /> PER F 6 (HUC22)2x6 W/ (T)2x6 (2)2x6 W/HUC26-2 12 Sea 10/SG6 for Simpson to USP haroware conveys on table D U <br /> slsD S08 HUC26-2 _ S08 - (HU 2 W/ <br /> rH=b'-2r, TOP <br /> END TRUSS HUC28-2 MONO TRUSS TO POST E <br /> TO POST <br /> (2)2x6 W/HUC26-2 <br /> ,6 TO POST (2)2x6 11 <br /> SOB S0g LEGEND <br /> 8 8 END TRUSS — <br /> SO6 SO6 <br /> (TOP ONLY AT ENTRY (RIGHT 16 XX DETAIL CALL-OUT <br /> DOOR,EXTEND FULL SIDE ONLY) SOg SX.X <br /> LENGTH OF FA. k <br /> SHEAR WALL) M1-X—I SHEAR WALL BELOW PER SCHEDULE OF i1S06 <br /> m <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' 0 BEARING OR SHEAR WALL BELOW <br /> BEARING OR SHEAR WALL ABOVE W <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W <br /> S <br /> / o <br /> z POST BELOW .......{._._i_4_..J <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POSTABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 SO4A(M) <br />