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G <br /> C'• <br /> l:IV <br /> P <br /> w— <br /> Uo 5 <br /> �0 : w3 <br /> a ww <br /> xx <br /> r- <br /> O <br /> m <br /> w <br /> " deed <br /> �pM <br /> FLOOR FRAMING PLAN NOTES'. <br /> 1. Floor Sheathing shot be Y." ick�ht'—T&G Ip.neT pS�an�'ny 46241 -•Ih long dnnens on parpe id'c 1 1 pnurls.Gl Sfi tithing <br /> fo all Framing Members and Blocking belowwith adhesive conforming to A.P.A.Spetlticat,-AFG-01.Fasten Sheathing to <br /> Framing with 0.131"0 x;,'Nails or Simpson WSV#9x2Y"screws as follows. <br /> Framing,Edges 6"oc = <br /> Framing,Field 10"oc (DO11 Boundares Blocking S(ru[s 6"oc U <br /> Al areas ind c t d aa BI ked D pl efl p de 2x Flat Block n9,per General Structural Notes,at all Unframed Sheathng Panel T <br /> 0 Edges FastenSheathing to Framing and Blocking with o 131 0 x 2Y_Nails or Sknpson WSV#9x2Yz straws as follows 1 W <br /> Framing,Edges 4"oc ii C7 <br /> r, Frammg Fleltl 10"oc Q <br /> 1" Boundaries Blocking Struts 4'0c X <br /> other Sheathing Nailing requirements. r^ <br /> —WALL SHTG I� �. � a?xs WALL SHTG See Drawings for Q <br /> r-'---- CONT.THRU CONT.THRU 2. Floor Framilg shall bees indicaled on plan.Refer to General Structural Notes for otherrequrerrents. z t <br /> rP7 } CORNER PI-6 CORNER <br /> (2)CS16x3'-0"- ROOF <br /> 3. RooF6RAMINgG shall be PLAN NOTES <br /> dEAIJI l:.E?.. ICI BEAM TO EA. Framing.Edge. <br /> (P.,r el Span Ra6tN 4lifi.Fasten SheaMmg�o Frain ng wGh 0.T3t'�z? 'Nmis as follows: <br /> PLATE L I PLATE L Framing,Field 12"oc Q <br /> " 12 LOW ROOF Boundaries,Blocking,Struts 6"oc W <br /> TRUSSES At Unframed Panel Edges provde PSCA Framing Chips ce is ed between each Framing Member See Drawings for otter T W <br /> Cot 24"oc Sheathing Nailing requiremen a Ii J <br /> LOW hOt; w W <br /> to Al areas nd caned as Bbcked Diaphragm provde 2x Flat Blocking,per General Shudural Notes)at ail U,Gamed Sheathing Panel <br /> Edge en s.Fast Sheathing to Framing and Blocking with 0131"0 x 2k'Nail,as followe <br /> O1vG I I (�24"r.•., n Q i' :, Framing,Edges I4"oc <br /> Framing.Field 12"x <br /> o <br /> HHUS'.i.SG,to-� HHUS6.50/10 vi w a Boundaries,Blocking,Struts 4"oc <br /> GLO PER SUa_— \,'i i I' J Sea Drawings for other Sheathing Nailing requirements. <br /> _ GLB PER 504 <br /> 4. Four Framing shall be as indicated on plan.Refer to General Structural Notes. <br /> .t�II I 16 5. Trusses marked Shut shall be designed to accommodate the indicated loads and conneclions. �N/ LLI <br /> ALL FRAMING UR HwEC JI D T 'f\ ALL FRAMING OR HARDWARE S09 6. Ovarlrani n Members shall be 2x4;La 24 oc posted down to ma framin below w12x4 46 oc eta li � <br /> NOT SHOWN OR rEClrf 0 I, g fl staggered,or as indicated by the W <br /> I NOT SHOWN OR SPECIFIED I Truss Manufar.lorer. <br /> TO REMAIN UNCI ANG O TO REMAIN UNCHANGED <br /> _ III I 7. Prov de solid Flat Blocking at ail Valleys.Fasten Sheath ng to Block'g n accordance w th Note 3. O W <br /> I I 6. Provide H2.6A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. <br /> a- O <br /> II t III +6 <br /> Iy I A WALL FRAMING PLAN NOTES' _______ 1, �"' <br /> 4x1U I' 9. zteror ellsshaI eShearW lipsP1{with2x6StudsU16oc,u.o.n. LL I,- <br /> - — -- -- Intel or Walls shall es 2x4 Studs@ 16 c,u.o.n. <br /> +s Where adjacent Shear Walls are m contact,nail studs together par 3lS06.See 1IS06 for spacial stud requirenlent5 at Shear Wall Z <br /> .-_ "" types P1-3,P1-2,and P2-2. O <br /> F— .._.. <br /> 10. Headers shall be 4x6,u.o.n.See Detail 13/S06. UJ <br /> p supporting Beams. . ..Posts or Girder Trusses above shall be(2)Studs uon.See General Structural <br /> 11. Boil[-up Stud Goulds Walls su U <br /> Notes for fastening requirements. Q <br /> 12, See 10IS06 for Simpson to USP hardware conversion table. LL c <br /> 3-- AR GARAGE OPTION-ELEV. EXTENDED GARAGE OPTION-ELEV.'A' LEGEND <br /> xx DETaI cnu-our <br /> sx.x <br /> ra <br /> ....... -_._ ....__.___.. ._. _ I p1-X1 SHEAR WALL BELOW PER SCHEDULE OF IIS06 C <br /> m <br /> r BEARING OR SHEAR WALL BELOW y <br /> H <br /> IY <br /> L—__] BEARING OR SHEAR WALL ABOVE LU <br /> I <br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) tm`1 <br /> QN POST BELOOV <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 SO4. <br /> va°-ro 0 1 2 4 6 s 1 A <br />