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W <br /> w- <br /> Vs $S <br /> LIL E wC <br /> a <br /> t- <br /> 1 <br /> Qi M <br /> IIt <br /> .57 <br /> r <br /> s <br /> W <br /> 1y T. <br /> OF _nSNi,G. <br /> PET <br /> 1 i <br /> j <br /> FLOOR FRAMING PLAN NOTES: <br /> 1, o S sathing shall be'. T Panel Span Rating 48/241 with long dimension Perpentllcular to supports. be heaWng <br /> to all Framing Members and Blocking below with adhesive conforming 1,A.P ASpeufcabon AFG-01.Fasten Sheathing to <br /> Framing with 0.131"ID x7y"Nails or Simpson WSV#9x2Yx"strews as follows: F- <br /> _ Framing,Edges 6"oc �Y1 W <br /> 1 Framing,Field 10"oc «J <br /> 1 Boundanes,Blocking,Stints 6"oc LL -j <br /> 11 At areas'ndicated as Blocked Diaphragm prow de 2.Flat Blocking(per General Structual Notes)at all Untrained Shaatlting Panel W <br /> S09 Edges.Fasten Sheathing to Framing a td Blocking with 0.131'0 x 2)r'Nails or Simpson WSV 09,2>/screws as follows- <br /> Framing,Edges 4"oc Q <br /> Framing,FieldT 10"oc <br /> TTI <br /> Boundaries,Blocking,Struts 4"oc Q <br /> '11 a See Draw rigs for other Sheathing Nailing requiremnts:NALL SHTG h4 0 <br /> ONIT.THRU - 2 Floor Framing shall be as'rMkatetl onplan Refer to General Structural Notesfor ether requ rementss. ZCORNER �� Z <br /> ROOF FRAMING PLAN NOTESO(2)L. 0 (2)CS16x3'-0"- 3. Roor heathing shall be ts'thick(Panel Span Rating 241161.Fasten Sheathingto Framingwith 0.131"D�Nails asfollows O <br /> BEAM j Ea_ BEAM TO EA. framing,Edges <br /> f--LATE L I PLATE Framing,Fieltl <br /> LOW ROOT= ---};�--- -t 1 i_- I I 12 Boundaries,Bloddng,Struts 6"ocui <br /> TRUSSES I � _— SO6) 508 At Unframed Panel Edges,pro ad PSCA Framing Clips centered between each Framing Member.See Drawings for other J <br /> @ 24 0.. I \-J I I m'� Sheathing Nailing requirements. W <br /> j --c I I I C9 a LOW ROOF I I(7 a At areas indicated as Blocked Diaphragm,p,-de 2,Flat&,,king(per General Structural Notes)at all Unframed Sheathing Panel <br /> III I m O y TRUSSES I I O Edges.Fasten Sheathing to Framing and BloGcing with O.t31'0 x?Y"Nails as tollows: <br /> t a I @ 24'oc Framing,Edges 4"oc <br /> Framing,Field 12"oc <br /> z HHUS5.50110 Boundanes Blocking Struts 4 oc <br /> uI I a J ( See Drawings for o ther Sh tfi rg N I-rig requ rements. <br /> V _ m j�_GLB PER SO4 <br /> 4 Roof Framing shall be as-ndiwted on plan Refer to General Structural Notes <br /> 1 U III / ( 5- Trusses marked SW t shall be des g-ol to accommodate the ind rated loads and wnnecuons /�/ I-LI <br /> E a0g S09 ALL FRAMING OR HARDWARE N <br /> �, % I ALL Fk II V�a _ ( j ( 6 Overirammg Members shall be 2x4 @ 24'oc posted dawn to main framing below w/2x4 @ 48'oc staggered or as m,weted by the LLJ <br /> NOT aH08NOI. . _ I I NOT SHOWN OR SPECIFIEDTruss Manufacturer O Q W <br /> TO HLI Alf,J:., TO REMAIN UNCHANGED <br /> ]. P—de sold Flat Sloclong at all Valleys.Fasten Sheathing to Blocking i,accordance with Note 3 O ^ <br /> A LL <br /> j j I I I B. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,lyp. O <br /> i III 9 III <br /> WALL FRAMING PLAN—W.1I type P1-0with 2,6 studs @ 16",,,u.o.n. ,9. Extenor Walls shall be S ear <br /> + 4x10 6 Interior Walls shall be 2,4 <br /> Studs @ 16'oc u o n. U <br /> 1=c� Where adjacent Shear Walls are n contact hadstuds together per 3I506.See 1/B06 for special stud equuements of Shear Wall <br /> types P1 3 Pt 2 and P2-2 F O <br /> 10. Headers shall be 4x6,u,o n See Detail 13/S06. LL1 <br /> 11 C 2 <br /> _ Lim U <br /> _ 11 Built up Stud Graups'n Walls supporting Beams Posts or Grder Trusses above shag be j2j Surds.u.o.n.See General Structural <br /> Notes for fastening requirements Q <br /> 12. See 10/S06 for Simpson to USP hardware conversion table. 5 L <br /> EXTENDED GARAGE OPTIGd-ti_E'I. 3-CAR GARAGE OPTION-ELEV.'B' LEGEND <br /> XX DETAIL CAL—LIT <br /> SX.X <br /> rP-1--XT SHEAR WALL BELOW PER SCHEDULE OF 1/SOB <br /> to <br /> BEARING OR SHEAR WALL BELOW y <br /> r <br /> K <br /> BEARING OR SHEAR WALL ABOVE W <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) w o <br /> a H <br /> POST BELOW <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 <br /> SO4.1 B(M) <br /> t <br /> I <br />