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>s <br /> W >Z <br /> p c rig <br /> E <br /> r Z <br /> V W= <br /> U0 C Q N <br /> lY= T W v <br /> r r <br /> �m <br /> 111 Hit <br /> 1 8 <br /> SOB SO6 <br /> — — — — Q <br /> 4A - b —4�x10 Z. 7 <br /> a Ws= <br /> IADJUST SPACING AS REO'D <br /> 14 FOR PLUMBING,TYP.(SEE - <br /> S08 I I A6 FOR PLUMBING DROP AL,�S� - <br /> DIMENSIONS) <br /> 2 <br /> SOB 2x12 HF#2 r7 <br /> (d1 19.2"oc,TYR � y <br /> LUS210, S08 <br /> TYP UNT'OI <br /> S�ro . <br /> SYa x12 GLB(F) <br /> 9 <br /> HHUS5.50/10 b <br /> S08 <br /> 0 AP LOWER mFLOOR FRAMING PLAN NOTES: g )w g perpen peons,Glue streaming <br /> O 1 low heathngsheIbe" mck8G(Panel Span Ratin 48124 lh Ion tlmansion doularlo su11 E V-4"AND to all Framing Members d Block ng below with adhesveconformng to A P.A,Spec(cation AFG 01 Fasten SheathingTO FLAT 2x4 241 -91 <br /> ti Framing,v th 0.131 O x 2Y2 Na IsorSipsonWSV#x2V screwsasfollows.cLKG a fWN STUDSFraming,Edges B,1. M �r <br /> nj <br /> 4x12(F) Bountlaries1eBlocking,SVuts 16"oc <br /> O <br /> 0 m __ At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unlra ned Sheathing Panel Z w <br /> ' - Etlges.Fasten Sheathing 10 Framing and Blocking with 0.131 O x 2)4'Nails or S meson WSV M9x2Y'screws as follows: <br /> � <br /> U m a (2)2X6 Framing,Edges 4' <br /> _.. a Framing,Field 10"oc <br /> g Boundaries,Blocking,Salts 4"oc �/ <br /> Z v S08 See Drawings for other Sheathing Nailing requirements. �Q�f� <br /> O 3 '''_I. 2. Floor Framing shall be as indicated on plan.Refer to General SVuqural Notes for other requirements. Z `I <br /> ROOF FRAMING PLAN NOTES: Z <br /> _ 3. Roof Sheathing s a be re t ich(Panel Span Rat rig NN 6j.Fasten Sheamiig to Framing with 0.131' x z'Nails as iollows: ��Ojjrr 0 <br /> Framing,Edges 6'oc / �-. <br /> {I Framing,Field 12"oc ` G( <br /> 5 Se hrV HU212-3 0 q Boundaries,Blocking,Struts 6"oc <br /> -0"LAP LOWER SD8 Q~lot h (3)2Xi2(F) P� S08 (4�T(Q At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other Z LLI <br /> TOP PLATE 1'4°AND CSl6X3'-0"- Sheathing Nailing requirements. J <br /> ATTr'PL I TO FIAT 2x4 �/10 6" 5Yx15 GLB(DROPPED) � PLATE TO PLATE W LLI <br /> At areas indir led as Blocked Diaphragm,provide 2,Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel J <br /> BLKC>L{f WN STUDS - Edges.Fasten Sheathing to Framing and Blocking with 0,131"O x 2K"Nails as follows: Q <br /> HHUS5.5omo Framing,Edges <br /> 4"oc <br /> 16 Framing,FielBld ockin <br /> 12"oc <br /> S09 LL , <br /> ALL FRAMING OR HARDWARE 13 Bo indades g,Struts 4"oc <br /> NOT SHOWN OR SPECIFIED ATTACH LOW { S08 Sae Drawings for other Sheathing Nailing requirements. <br /> TO REMAIN UNCHANGED ROOF To BEAM m a <br /> 111 N m I 4. Roof Framing shall be as indicated on plan.Refer W General Structural Notes. <br /> PER O END,TRUSS <br /> N 5. Trusses marked Stnul shall be designed to accommodate the ndicawd loads and connections. W <br /> MONO END TRUSS O HORIZ.HTS30C N <br /> O i EA.SIDE BEAMA(2)21�161111U6. Ovei'framing Members shall be 2x4 Lot 24 oc posted down tona n tramng below w/2x4,@ 46'oc,staggered.or asindicated by the O ;',f TO PLATE Truss Manufacturer.212-2 1. Provide solid Flat Blocking al all Valle s.Fasten Sheathing to Blockin LWL <br /> y gin accordance with Note 3. <br /> „y`o, 2F6 �y I� 2,fs +6 SOB HU412 B. Provide H2.5A Clip <br /> (2)2x6 `y9Y y d' (MAX) ply y or greater Girder Truss ends.ryp. O O i <br /> each side or 7LOK6 Screw,each l 2-pl <br /> (2)2x6 CONT.4x12(F) d WALL FRAMING PLAN NOTES. /r1 <br /> — _ _—._-- _ <J <br /> z Zxb' LZ <br /> �h6 tenor Its s a be hear Wal type 1-6 whh 2z Studs 9 16 oc,u.o.n. <br /> Pi-2 1�.'2, Interior Walls shall be 2x4 Studs a16pc,uonzMONO (2)2x6 W/ -- - - <br /> TRUSSES HUC26-2 d aGUS Where adjacent Shear Walls are in contat nail studs together per WSW.See 1/S06 for special stud requ cements at Shear Wall Z <br /> types PI-3 Pi 2 and P2-2.(2)2xfi W/ �24"oc 16 . TO POST 1s RAISEDHEEL 1 � O <br /> HUC26-2 -- 10 Headers shall be 4x6 u o n See Detil 13/S06.TO POST S0911 MONO TRUSSES SOB �S09 @ 24"oc <br /> (2)2x6 (I)2x6SOB W1 S08 ii B,il,upesf rStudfastening <br /> Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.u.n.See General StrucWrel Q <br /> HUC26-2 8 (2)2x6 W/ Notes for fasten rig requirement, <br /> TO POST SO6 MONO 11 HUC26-2 (n <br /> (RIGHT SIDE ONLY TRUSSES S09 TO POST iz. Sea 1a6Ds ter Simpson/o USP hardware conversion tame. LL <br /> 11 EXTEND FULL LENGTH 24"oc <br /> 4 OF SHEAR WALL) <br /> LEGEND <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' _ sxx DETAIL CALL-our <br /> ®-X SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> m <br /> BEARING OR SHEAR WALL BELOW C <br /> BEARING OR SHEAR WALL ABOVE ¢ <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W ry <br /> POST BELOW <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE � <br /> HDR HEADER PER PLAN NOTE 10 0 1 2 4 8 Ib S 0/��I^ /p`F�1 <br />