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C <br /> a <br /> r� <br /> W <br /> 7 3 <br /> �, E =I- <br /> Q ° r Z <br /> V0 J 22 <br /> 4'O T W 2 <br /> a a J� <br /> __ <br /> G~ <br /> T. <br /> o <br /> m0 <br /> m <br /> m <br /> c7:: <br /> z& <br /> w <br /> s . <br /> Eyjj` <br /> FLOOR FRAMING PLAN NOTES: <br /> 1. loor he thing shall be'/V t'ck T8G Panel Span Rating 48/2a)with long dimension perpen icular to supports. lue SheaNmg <br /> Co all Framing Members and Blocking below with atf=conforming to A.PASpedficatron AFG-01.Fasten Sheatning to <br /> Framing with 0,131"0 x 2Y"Nails or Simpson WSV#9x2Y"screws as follows: 1— <br /> Framing,Edges 6"oc oo w <br /> Framing,Field 10"oc �hJ <br /> A.AG <br /> Boundaries,Blocking,Struts 6"oc JAtareasndicated as Blocked Diaphragm,provide 2x Flat Blocking(per General SWctural Notes)at all Unframed Sheathing Panel W♦�Edges.Fasten Sheathing to Framing and Blacking with 0,131"0 x 2Y"Nails or Simpson WSV#94Y,"screws as follows; VFraming,EdgesQ <br /> P1-6 Framing,Field 10"oc X <br /> "p See Drawings far other Sheath ng N iling requirements WALL SHTG C7CONT.THRU 2 FloorFramngshallbeasindk-atedonplan Refer to General Sauclural Notes for other requiements._ _—__ CORNER , <br /> P7 ROOF FRAMING PLAN NOTES. Z <br /> - 12)CS 1Gx3'-0"- (2)CS16z3'-0"- 3, oo S sanding shall be "t (Panel Span Rating 4/16).Fasten 8healhing to mmirg with 0.131"0 x z"Nails as follows: O 0 <br /> I 1 BEAM TO FA. 1 1 BEAM TO EA Framing,Edges 6"oc J (- <br /> 1.1 PLATE <br /> (.1 PLATE Framing.Field 12"ce Q <br /> LOW ROOF - 112 1 1 Boundaries,Blocking,Stmis 6"ac <br /> TRUSSES \ S08) S08 At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member,See Drawings for other T W <br /> UJ <br /> Q 24"oc m ' Sheathing Nailing requirements. 1 w <br /> ti I(j d LOW <br /> TRU ROOF 1 I1(0 a At areas indicated as Blocked!Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel 1 m 1 m tl N SSES d Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y"Nails as follows: m <br /> F 1 ❑ @ 24°° 1I I�0 Framing,Edges 4"oc <br /> Framin Field 12"oc <br /> z _--- --- .._i 1 HHUS5.50/lu z HHUS5.50/10ud Boundaries,Blocking,StMs 4"oc <br /> wbu <br /> ud 1 I GLB PER SO4 Sea Drawings for other Sheathing Nailing requirements. <br /> liL6 PEE:50�, <br /> 1 4. Roof Frammg shall be as indicated on plan.Refer to General Structural Notes. <br /> 5 Trusses marked Strut shall be designed to accommodate the indicated loads and connect ens W <br /> S09 /T'I If ALL FRAMING OR FahDN',f 1 509 Pj ALL FRAMING OR HARDWARE 6 Overfram n Members shall be 2x4 2a oc g @ staggered.or as indicated by the LL P 1.1 9 @ posted down to main framing n below cal 2x4 98 oc,su O > <br /> I IIL NOT SHOWN Or SPE IFIEP NOT SHOWN OR SPECIFIED Truss Manufacturer <br /> TO REMAIN UNCHANGED I 1 TO REMAIN UNCHANGED <br /> 7 Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking n accordance with Note 3. O ^ W <br /> 'y I1 1 1 8. Provide H2.5A Clip each side or TLOK6 Screw each ply al 2-ply or CL LL <br /> Y 1I1 greater Girder Truss ends,typ. _J O <br /> +s II s I I WALL FRAMING PLAN NOTES: (n <br /> 'I 9. Exterior Walls s all. <br /> l be Shear Wall type P1 with 2x6 Studs @ 16"ac u o.n. LL `J <br /> 4x10 u o.n. Z <br /> ._:. 4rO Interior Walls shall be 2x4 Studs @ i6'oc U <br /> P1-0 ?. `5 �ry Where adjacent Shear Walls ,am contact,nal studs together per 3/SO6.See 1/SO6 for spe ral stud requirements at Shear Wall <br /> types P7�3 P7-2 and P2 2 <br /> 10. Headers shall be 4x6,u.o n See Detail 13/S06. <br /> sos L_ - __. sos L— —— —. j� Q U <br /> it. Buell up Stud Groups m Wags suppenmg Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General shuchmil {..{� LL <br /> Notes for' requirements. 0 <br /> 12. See 10/S06 for Simpson to USP hardware conversion table. D L <br /> EXTENDED GARAGE OPTION-ELEV.'b 3-CAR GARAGE OPTION-ELEV.'B' LEGEND <br /> SX.X <br /> DETAILCALL-0UT <br /> k <br /> P1-X SHEAR WALL BELOW PER SCHEDULE OF 1/506 g <br /> j <br /> BEARING OR SHEAR WALL BELOW °f <br /> H <br /> g <br /> K <br /> BEARING OR SHEAR WALL ABOVE W <br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) <br /> W o <br /> a <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 />