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W rS <br /> 2L <br /> Pl;l <br /> IL i <br /> u <br /> C < caw <br /> d =x <br /> 13 N O s <br /> �., ._..CS164'-0"- S08 ;6 N� t <br /> _—.__...._—_..--�L� ___.._. EAM TO PLATE A� <br /> 5yzx137;GLB(DROPPED)- - - _ v <br /> 1 9 i 8 � <br /> S106 j I 6D6 i moo .3 <br /> m <br /> P1 HORIZ. E <br /> HiS30C- W6 <br /> d <br /> li <br /> BEAM TO PLATE <br /> 3yx12 GLk F <br /> "£ <br /> tl I BOB 2 <br /> O <br /> I ( X6' I � Pk212y"6 <br /> TS T. <br /> OE A5N/ <br /> 2x12I F#2 i <br /> ADJUSTS @ 16"o0, <br /> TYP.UNO 2 <br /> FOR P - �. ._I� - <br /> R W I J <br /> - - A6 FOR Fl <br /> I� I FLOOR FRAMING PLAN NOTES <br /> 1, loor ea ng aural be.to ck 8G(P ei Span din <br /> 48✓241-With g tl mansion perpand cuter to Suppona Glua he ring <br /> 2k"I 2 HF#[ to all Fram ng Me hers and BI k'g b I w th adhesive c ( g t A P.q Spei fipfiat AFG-Ol Fasten Slteathirlg to Q1-t �.. Framing with 01310x 2Y2 halls or Simpson WS,ip9x2y,"crews as follows.Ii <br /> Framing,Edges 6"oc e"iei. f" <br /> Framing, geld 10 oc co 3 LLI <br /> 0 J <br /> ryrl+II S08 +b Bountlanes,Blocking Struts 6'oc <br /> y At areas notated as Blocked Diaphragm provide 2x Fiat Bb king IIF General BaucWral Notes)at all Unfrarnetl Sheathing Panel 111 <br /> _ DBL JOIST(F) tp Fr Etlges.Fasten Sheath ng ruing and Blocking with 0.131 0 x 2Y Nels or S meson WSV#9z2Y'screws as fo4aw5: <br /> I I Framing,Edges 4"oc <br /> I. I' n I Framing Field 10"oc <br /> �' � Boundaries,Blocks Shuts 4"oc <br /> jI <br /> II`:i. r �I Ii See Drawings for Other Sheathing Nailing requirements. `"� //<I� <br /> ,- III,. 2. Floor Fanning Shall be as indicate on plan.Refer to General Structural Notes for other requir Z V <br /> d entente. <br /> t N SOB ROAl i F: 11 M'9G P l bbeN NOTcii anel pa acing,24/16).Fasten heathing la Framing with Bl3" "Ness <br /> as STOP— O 0 <br /> Framing,Edges 6"oic <br /> _ y Framing Meld 12•a Q <br /> Boundaries,Blocidrg,Struts 6'oc <br /> I ti 2}6 CS76%8'0-LAP LOWER At UMhr7 Panel Ed Framing Clips centered between each Framing Member.See Drawings for outer w <br /> Edge,, ov de PSCA Fra <br /> TOP PLATE 1-4"ANp sheath ng Na bng requirement,. � J <br /> DEL JOIST F ATTACH TO FLAT 2X4 gn provi g(per General Structural Nobel at all Untamed Snaathing Panel W <br /> III (.) At areasFndicaled as Blocked Oa 1 tla 2x Flat Blocking <br /> t+/ 4 BLKG BTV1Rd STUDS g Wing and Blocking w m 0.137"0,2y Nails a5 follows Q <br /> Edges.Fallen Sheath n la Framing <br /> gay S08 o-'!+`O Framing,Edges q^oc <br /> Framing,Field 12"oc <br /> Bountlanes Blocking,Salts 4"oc <br /> See Drawin s for other Sheath' Nadi LSIb I I -- � .- �� 9 ng ng regdrament5. <br /> PLATE TO PLATE ! I ... 22 O o <br /> ks F m 4 Roof Framing shall be as Indicated on plan u <br /> Refer to General St Notes <br /> W 5. Trusses marked Strut shall be designed to accommodate me indicated loads and conneclions. 7 <br /> rbV I 6 Ovedrarr n Members shall be 2z4 @ 24'oc posted down t0 malt framing below w/2x4 46 oc to N <br /> L V <br /> l I I iI o N ALL FRAMING OR HARDWARE g Q Staggered,ur as uwicated n the W <br /> o NOT SHOWN OR SPECIFIED Tnna Manufacturer y <br /> pQ > <br /> v1 O TO REMAIN UNCHANGED 7 Provide solid Flat Blocking at as Valleys Fasten Sheathing Io&oGing in accordance with thole 3 J W <br /> p i I <br /> ply p y or greater Girder Truss a Ids,rip. <br /> p 6 8 Provide H2.SA Clip each sitle or TLOK6 Screw each I a12-I O � ILL <br /> nr: I ✓ I ,�kb. I, �?- 2? S08R M%+2 OLD rLryc 'L* SYx,2 GL8 ,L 0 WA LtLneno Wkslte PLAN <br /> ND aE�Itypa 1 J <br /> ,L6 + Inlerlor Waite shall be 2X4 Studs I6 oc u p n��lurls LuZo 16 oc a o.n --'-- ---- <br /> T <br /> .r Where I- P adjacent Shear Walls are in contact nail studs together per 3/SO6 See 1/SO6 for Special stud requirements at Shear Wall _ <br /> GUB types Pt-3 P7- <br /> 2 and P2-2 I O <br /> 2x4 SHTG LEDGER <br /> W/(2)12d EA STUD _ ——J 2x4 SHTG LEDGER 10. headers shall be 4x6 u o n.Sea Detail 13/SOG w. U <br /> PER - MONO TRUSS MONO TRUSS W/(2)12d EA STUD < U <br /> 6 (2)2X6 W! 11 11. Bwltup Stud Groups'n Walls supporting Seams,Pasts or Girder Trusses above shall be(2)Studs,U.o n Be,General Structural/0' SOa (2)2x6 _ Notes(or fastening requirements. Q <br /> J HUC28-2 S09 (2)2x6 W/-p_n TO POST END TRUSS HUC26-2 MONO TRUSS (2)�W/TO POST 12. Sea 10/SOb for Simpson to USP hamware conversion table. L (n <br /> (2)2x6 W/HUC26-2 TO POST <br /> ifi TO POST (2)2x6 11 <br /> Sos END TRUS S09 <br /> — — LEGEND <br /> SO6 SO6 S <br /> (TOP ONLY AT ENTRY (RIGHT <br /> DOOR,EXTEND FULL SIDE ONLY) 16 XX <br /> LENGTH OF EA. S09 SX. DETAIL CALL-OUT <br /> SHEAR WALL) <br /> Pf 1251� SHEAR WALL BELOW PER SCHEDULE OF 1ISOfi <br /> k <br /> EXTENDED FRONT PORCH OPTION-ELEV W BEARING OR SHEAR WALL BELOW 'n <br /> C—__] BEARING OR SHEAR WALL ABOVE W <br /> Q. <br /> (F) FLUSH FRAMED(BOTTOM FLUSH Al BOTTOM OF FRAMING) <br /> Q <br /> POST BELOW <br /> PT,LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> ------- --- <br /> 14ti•� 0 1 2 4 8 16 SO4A(M) <br />