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�0sCA <br /> m <br /> W >Z <br /> W _ <br /> U� ri <br /> c W Q <br /> a Jw <br /> 00 <br /> mm <br /> 1 e <br /> SOB SOB <br /> -y - -- r III o <br /> 3),x8 GL <br /> I� Iti I C <br /> W 3„ <br /> 2x12 DF#2 ,,a+60 <br /> @ 12"oc T. <br /> 2\ .. I � ♦1F gfTA6Hxry <br /> SOB s <br /> 2 <br /> S08 mfib e� <br /> ADJUST SPACING AS REO'D FOR :?tj <br /> PLUMBING,TYP ISEE A6 FOR <br /> PLUMBING DROP DIMENSIONS) VYP FLOOR FRAMING PLAN NOTES <br /> 3 1. F or Sheathing sha e thick (Panel pan Rating g dimension perpendicular to supports Glue Sheathmg <br /> g It `SO6� to all Fram ng Members a.d Blocking <br /> I k g belo,with adhesive confo g t A.P A Specfcal on AFG Ot Fasten Sheathing ro <br /> m <br /> +� SOB 2- 0 F ri ng w lh 0.131 O x 2};Nils or Simpson WSV#9x2Y•scre s as follows: <br /> .I,rL �l+o I` Framing Edges <br /> 3Yzx12 GL6(F) HOP (2)2x12(F) ll,. Framing,Field 10"oc <br /> '-'Df—; u - -"'— `4 Boundanes Blocking Struts 6 oc <br /> e _ LLJ <br /> O' I 2,�� d At areas'ntl cared as Blocked Diaphragm prov tl 2,Flat Blocking p General Stmadurul Notes)at all Unframed Sheathing Panel !!rn1 <br /> 3lSO6.TYP LU5210 TYP.UN P Edges.Fasten IS <br /> ng to Framing and Blocking with 0,131"0 2Y Nails or Simpson WSV#9x2 V screws as follows: V <br /> _ — _ __ _ Framing Edges 4 oc < <br /> Boundaries,Blockin Struts 4 0c <br /> —P1 6 - Framing,Field 10" <br /> 9, 'oc '�./ �Qr� <br /> Sea Drawings for other Sheathing Nailing requirements. <br /> d S08 N iN SO6 2. Floor Framing Shall be as'ndicated on plan,Refer to General Structural Notes for other requirements. t <br /> Z <br /> 1 -- ROOF FRAMING PLAN NOTES. _ ( z <br /> 3. Roof Sheath ng shall be ha'Ch'k(P I Span Ratng 241Y6) F t Sheathing to Framing with 0.131"0 x y"NaiNailss as tol'nwa- <br /> F y <br /> raming Edges 6 oc ( Q <br /> Framing,Feld 12 oc <br /> LBoundanes Blocking Struts 6 oc �Q W <br /> 4 ?zx6 CS16x10'-O"LAP LOWER At Unframed Panel Edges,pro'tl PSCA Fram hg CI ps rentered beiween each Framing Member.Sea Draw ngs far other J <br /> SOS; Sheathing Nali hg requirements, <br /> d TOP PLATE 1'-4"ANDD W <br /> x 2(F) ATTACH TO FLAT 2x4 <br /> V +b Al —I indicated as Blocked D'pl agm,provide 2x Flat Block ng,per General SVuctural Notes)at all Unframed Sheafi'1g Panel <br /> l BLKG BTWN STUDS yes, Sheathing to Framing and Blocking with 0.131'0 x 2Y.:'Nails as follows: ,� Q <br /> PLA-0" 6y;x16Y GL8(DROPPED) 1`. Ed Fasten <br /> PLATE COTO PLATE — Fram ng Edges 4"oc <br /> 21 2x13(` Fram ng Field 12"oc _ <br /> LU C2 Z o Boundaries Blocking,Struts 4"oc <br /> 'Cv'O0 i �I sa? See Draw ngs for other Sheathing Nailing requirements <br /> 2x11fi F#2 _ is O 4, Roof Fram ng shall be as nd cared on plan,Refer to General Structural Notes. <br /> @ I - w ALL FRAMING OR HARDWARE F' <br /> TYP UNO fff g @ NOT SHOWN OR SPECIFIED 5. Trusses ma ked SmIt shall be designed to accommodate the adioa:ed loads and connections. <br /> i ' •�^� <br /> J LU <br /> 70 REMAIN UNCANG 6 Orfm g elbersshallbe2x4 @2a ocpos dtlwnto anfram' beloww12x4@48 oc staggered or as'dlcatedbythe <br /> (2)2x12 IF) O Times Man ra ;0 < <br /> G 7. Provide Solid Flat Blocking atall Valleys.Fasten Sheathngedlockingd <br /> LLJ <br /> accordandemll,Nole 3. /� LL <br /> r� ry SUB;' SOB m + 8. Prov de H2.6A Clip each side or TLOK6 Screw each ply of 2-ply or greater Girder Truss ends,lyp. 11 O AM CLIP <br /> TO EDt�G <br /> J <br /> 44 - <br /> 6 WALL FRAMING PLAN NOTES. IL (D <br /> rJpT/O 6Yzx15 GL6 �(p ��d+ r 6Yzxi2 GLB 'titi ?+s 9 Interior w—ailrts sl all be 2x4 Studsa@i6 oct-c ew'h 2x6 Swds cu.o.n. U s' <br /> �2x6 (EXTEND TO CORNER) 14x8 RIM(F) peas requirements at Shear Wall CL z <br /> f, l_ - - I-I,__I .-- —-— WISBrE Adiacenl$hear Welis are in contact na I studs togathhe per 31506.See 1/S06 for 1 stud re Z <br /> 4r --- T VY�resP13 P12 andP22. LL,J O <br /> - J 2 B_�_ COMMON TRUSS � 10 Headers shall be 4x6 u o n Sea Detail 73IS06 <br /> CANT. - _ Q U <br /> P1-2J 6 (2)2x6 W/ �j I/ _. HUC26-2 HUC26-2 (2)2x6 W/HUC26' (2)2x6 W! 2)2x6 W/HUC':B-2 1 i. Boat-up Stud Groups-n Walls supporting Beams Pns(s or G'r•Of Tf11u565 8b0VB 51121i be(2)SIIItIS.11.0.g.666 Gk6ea�S(fIIG'111f21PER SOB TG PGe' HUC25 z Notes for festering requirements. L L <br /> HUCOST 2x4 SHTG TD I'I IST <br /> TO POST ��A TO POST COMMON TRUSS 1. LD <br /> 13/SO7 / LEDGER WI I PT 4x4 POST W, <br /> LPC4Z 12. See 10/SOB for Simpson to USP h—ana conversion on table LL <br /> (H=4'-0") 12d EA STUD S06 CAP(ONE SIDE) 11 _ <br /> PT 4x4 POST W/LPC4Z `AEImE kNC! : S08 (2)2x6 _ <br /> C' (ONr 9I�E1 TRUSS GABLE END TRUSS <br /> LEGEND <br /> C 516x4ii- — <br /> �-R 1;40E 2x4 SHTG LEDGER <br /> W((2)12d EA STUD soe SX X DETAIL CALL-OUT <br /> P1-X SHEAR WALL BELOW PER SCHEDULE OF VS06 T <br /> m <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' <br /> _, BEARING OR SHEAR WALL BELOW n <br /> [Y <br /> BEARING OR SHEAR WALL ABOVE iy <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W <br /> Q <br /> Q POST BELOW <br /> K <br /> PT.LID. BLOCK THRU FLOOR FOR POST ABO''E " <br /> I <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 6 75 <br /> SO4A(M) <br />