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W z <br /> �N <br /> r-z <br /> u wT <br /> W= w> <br /> a iw <br /> min <br /> J� <br /> 8 1 <br /> S06 506 <br /> %3Yax9 GLIB .-3Yx G B�9 / <br /> z <br /> aryl 2X12 F#2 <br /> @ 12"- <br /> ��� <br /> 2 <br /> S06 <br /> SOB -- <br /> ADJUS SPACING AS REO' FOR— <br /> PLUMBING.TYP(SEE A6 FOR t <br /> ta <br /> PLUMBING DROP DIMENSIONS) FLOOR FRAMING PLAN NOTES: <br /> 1. Floor Sheathing shall be.fit icklTB a(Panel Span haling 48124)with long dimension pependicularto suppuns GlueSheathing <br /> 9toallFraming Members d Blocking below with adhesive conformingtoA.P.A.SpecifiwtionAFG-01.FastenSheathingtoFraming with0.131"0 x 2k"NailsorSimpsonWSV#9z2Y,-"screwsas follows:��+sS06 � Framing,Edges =)2x12 F) H 3Yxx12 CUB <br /> Framing,Field 10"oc <br /> Boundaries,Blocking,Struts 6"oc LL � <br /> P LUS210 TYP UN O Al areas ndicaled as 810—Diaphragm provide 2x Flat Blocking(per General Structural Notes)at sit U14 1 1 SI kerbing Panal L.LI <br /> Edges.Fasten Sheathing to framing and Blocking with 0131'0 x 2Yz'Nails or Simpson WSV#yx2Y"screw fold- v n <br /> Framing Edges 4'oc T Q <br /> 1 <br /> Framing Field 10'oc <br /> ' P1-6 Boundaries,Blocking,Struts 4"oc �/ <br /> �o ,4 See Drawings for other Sheathing Nailing requirements. lr <br /> SO6 N I SOB 2 2, Fbor Framing shall be as Indicated on plan.Refer to General Structural Notes for other requirements. Vr <br /> ROOF FRAMING PLAN NOTES O O <br /> 3, Roof Sheathing shall be/ thick(Panel Spa Rating 24/16.Fasten Sheathing to Framing with 0.131"0 x 2Y'Na Is as rouows: <br /> Framing,Edgesf- <br /> 0- Fromm,Field 12 oc <br /> Boundarles Block ns,Struts 6Moc Q <br /> 4 At Unframed Panel Edge p ❑ PSCA Fra 'n9 Clips-anl.edl between each Framing Member.See Draw ngs for other J <br /> +6 ry+b SOB 3 Sheathing Nailing requirements. w <br /> as <br /> (2)2x12(F) P Blocking(per General Structural Notes)at all Unframed She-thin Panel <br /> ti 6` At areas indicated a Blocked Diaphragm, lockprovide 2x Fla.131"0 x 2Y"Nails as follows: a Sheathing g U <br /> 5r22x16}'2 GLB(DROPPED) C516%�0�. Edges.Fasten Sheathing ld Framing and Blocking with r' <br /> 0"LAP LOWER PLATE TO PLATE Framing Edges 4'oc <br /> TE 114"AND (2)2112 IF Framing,Field 12 oc <br /> TO FLAT 2X4 LUC2102T1 Boundarles,Blocking,Struts 4 oc <br /> AN STUDS 1+6 A2, See Drawings For other Sheathing Nailing requirements. <br /> u- '4� 2x12 DF#2 ��d tlO <br /> O @ 16"oc 'r6 4 Roof Framing shall be as indicated on plan.Refer to General Struqu al Notes <br /> ALL FRAMING ,R HiI:L1V4 E `� TYP LINO <br /> NOT SHOWN OR SPECIFIEf. OFF y S. Trusses marked Strut shall be deigned to accommodate the indicated loads and connections.TG REMAIN LAACHANGED W� N 6 Ove❑rmnn Members shall be 2x4 24 tic_ y Q posted dawn to—h framing below w/214 @ 48'oc,staggered,or a,r-sted by the LLB <br /> n (2)2xl2(F) Truss Manufacwrer. O Q <br /> LL J W <br /> Z N, = 7. Provide solid Flat Blocking al all Valleys.Fasten Sheathing to Blocking In accordance wdh Note 3. <br /> 00 3 WALL SHTG CONT. CL O ILLTHRU CORNER 8. Provide H2.5A Clip each side orTLOK6 Sinew each ply at 2-My a greater Girder Truss ends,Iyp. J O <br /> 6 1 + w WALL FRAMING PLAN NOTES p p n <br /> _\ SOB Q.( 5Y%i 6 GLB d' '(y- -Extintend,Wallss shall pa 2x��Wa—II t 16 oct 6 wnh x Stuff Q i6 ... _ <br /> WALL r1fG CON-1 -- t A36 CLIP-GLB SO6 a * 0 e <br /> THI U "RNER '� I TOE JOIST 4x8 _ (EXTEND TO CORNERS) `,��'LK�' U <br /> —' on,ere 3/SO6 s 1/S06f I lud t SI Wall <br /> U 6Yx%12 GLB 1- types Pid3 Pt 2S end P2 2. a naI studs Pe ee p a s 4 2men a at ,ear a <br /> o. <br /> Fll`.J RIM(F) (2)2x6 _ 110 BUJaers h d shall be4 6 n Wallssu or�ml Beams Posts or Guide,trusses above shall be 2 Stud u o n <br /> r W 11 local er r ors eti r re u <br /> G CANT r up S Q CJ <br /> ry l 6 © Notes for laden ng equihemerbi. g l) s. Sea General Structural n Q <br /> N MON h I. 2.4 SHTG LEDGER SO6 PER <br /> - MONO END TRUSS <br /> J 1 KU55 W/(2)12tl EA STUD 13/507 <br /> ._ i � 11_ g� 1<. Sax 1(71sUs nor s hardware <br /> pann tp Usp nawara n tai_ (-- ---- S09 PER 171S06 <br /> MONO Er. = B <br /> � ,..._..,.,... .T..-,.Vim.. sos LEGEND <br /> 2x4 SHTG LEDGER DETAIL CALL-OUT <br /> W/(2)12d EA STUD I <br /> SHEAR WALL BELOW PER SCHE[uLE OF vsys m <br /> EXTENDED FRONT PC.,. m <br /> do <br /> , I-I I rTlUly-ELEV.'C' <br /> - - ----------- 4:----1 BEARING OR SHEAR WALL BELO' r <br /> BEARING OR SHEAR WALL ABOVE a <br /> (F) FLUSH FRAMED(BOTTOM FLU611 W,BOTTOM OF FRAMING) w a <br /> Q N <br /> [] L <br /> POST BELOW <br /> iu <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE fC <br /> HDR HEADER PER PLAN NOTE 10 <br /> � , � 8 16 rSO4C <br />