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p o <br /> MtnLIM o L Z <br /> W " u= <br /> Ux i w3 <br /> L <br /> o~ <br /> m m <br /> 8 i <br /> 004 (S <br /> SO6 S08 <br /> ( n <br /> 3Yzz9 GLB 3Ysx8 LB <br /> G T a <br /> a a <br /> z9: <br /> z <br /> �ql 2X12 DF ?+B - <br /> 12"m T. <br /> l .:1 Or <br /> 2 <br /> SOB <br /> AD S SPACINGASRED' FOR <br /> PLUMBING,TYP(SEE A6 FOR <br /> TypPLUMBING DROP DIMENSIONS) FLOOR FRAMING PLAN NOTES: <br /> 'I. Floor Sheathing sha be''/""thick anal pan Rating 4 24)with long 1imension perpendicular to supports. IUe ream <br /> 3 to all Framing Members and Blocking below with adhesive conforming to AP.A.Specification AFG-01.Fasten Sheathing io �� (-•-• <br /> SOB g Framing with 0.131"O x ZX"Nails or Simpson WSV pgx2Y"screws as follows: W <br /> S08 x' Framing,Edges 6"oc <br /> Framing.Field 10"oc <br /> (2)J12(F) HE 3Ynx12 GLB(F) Boundaries,Blocking,Struts 6"oc <br /> It:: —Af !f—rt —Af <br /> a p LUS210 TVP,LINO At areas'ntl catetl as Blocketl Daphragm prov de 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel LLf <br /> ry,1+ Edges.Fasten Sheathing to Framing and Blocking vi th(.131"O x 2/Nails or Simpson WSV t19x23''screws as follows'. UI <br /> 3lSO6 TYP Framng,Edges 4 oc T Q <br /> Framing,Field 10"oc i <br /> ' I- Boundaries,Blocking,Struts 4"oc Q <br /> JJJ Bee Drawings for other Sheathing Nailing requ renni Z <br /> N / 6 m 2. Floor Framing shall be as indicated on plan Refer to General Structural Notes for other niqu remen ls. <br /> SO6 E. S08 O Z <br /> ROOF FRAMING PLAN NOTES <br /> 3. Roof Sheathing shall be/'Ihick(Panel Span Rating 24/16).Fasten Sheathing to Raming with 0.131"0 x f'Nails as follows: O <br /> Framing,Edges 6"oc U) Q 11raming,Field 12"oc Q <br /> 0 Boundaries, _jr.,Bl Struts 6"oc <br /> CS'I6x10 0" 1P LOWER 2 6 ti�I At Unframed Panel Edges provide PSCA Framing Clip centered between each Framing Member.See Drawings for other w <br /> TOP PLATE,4"AND 0 $08 SheathingNalling requirements. w <br /> ATTACH TO-FLAT 2x4 (2)2x12(F) ry}6 rL} Zj. At -ndiceled as Blocked Daphragm prov de 2x Flat Blocking(per General Structural Notes)at OR Unframed Sheath ng Panel T Q <br /> BLKG BTWN STUDS ry h B CS16x8'-0" Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2K-"Nails as follows: y <br /> Syzxl6Yz GLB(DROPPED) PLATE TO PLATE Framing,Edges 4"oc <br /> (2)2x12(F) L <br /> amn,FieldOLUC210ZBoundaries,Blocking,StrutsSee Drawings for other Sheathing Nailingrequirements. <br /> p2X1 q. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. <br /> (a 16"oc, <br /> ALL FRAMING OR HARDWARE TYR UNO 5. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. J W <br /> NOT SHOWN OR SPECIFIED `Px ' ly <br /> ` LU TO REMAIN UNCHANGED w LL 6. Overframing Members shall be 2x4 @ 24"oc posted down to main framing below w/2,4 @ 48"oc,staggered.or as indicated by the LU <br /> ZO L: x ( () Truss Manufacturer. O < W <br /> O� <br /> w 2)2x12 F <br /> - � 7. Provide solid Flat Blocking of all Valleys.Fasten Sheathing to Blocking in accordance with Note 3. ILL.A35 CLIP-GLB B. Provide H2.5A Clip each side or TLOK6 Screw eacher Truss ply at 2-ply or greater Gird ends,typ. O O <br /> TO EDGE JOIST ,1 /n <br /> 0 �2 S08 + S08 WALL FRAMING PLAN NOTES L.L `J <br /> 9, ff,-t-e—norVTa1Is shall be Shear Wall type 1- with x8 tads 16 oc a o.n. <br /> Interior Walls shall be 2x4 Studs@i6 oc.uon 7 <br /> 5 x15 GLB ' t� ` U <br /> `L 6 `Y Q Yz P 6 <br /> RIM(FGLB 4xB (EXTEND TO CORNER)_ - `,ply+ WTem adjacent Shear Walls are n contact nail Studs together per 3/SO6 sea,/506 for spacial swd requaemems at shear wall � Z <br /> types P1 3 P 2 and P2 2 Uj <br /> 5 O <br /> L 2yX6 P-2 — L — — — — — — — ] 10. Headers shall be 4x6 u.o.n See Detail13/506. V <br /> COMMON TRUSS (2)2x6 r1 <br /> B W/HUC26.2 HUC28-2 HUC26-2 1- CANT. 11. Bu R up Stud Groups in Walls Supporting Beams.Posts or Girder Trusses above shall be(2)Studs,u.o.n.Sae General Structural <br /> (2)2x6 W/ - (2)2x6 W/ 8 P1 2 Notes for fastening requirements. IILii <br /> TOP POST <br /> HUC26-2 -,'OST LL F) <br /> HO POST <br /> LEDGE G TO PO 2 SOB PER <br /> TO POST 13/507 12. See/0/S06 for Simpson to USP hardware conversion table. <br /> COMMON TRUSS TO POST TO POST <br /> 4x4 POST W/LPC42 g LEDGER W/(2) <br /> 1 ;:.P(ONE SIDE) S08 12d EA STUD (H=4'-0") <br /> (2j2z6 S09 GABLE END PT 4x4 POST W/LPC4Z <br /> TRUSS CAP <br /> (ONE SIDE) LEGEND <br /> GABLE END TRUSS <br /> CS18X48" <br /> 2x4 SHTG LEDGER PER 17IS08 DETAIL CALL-OUT <br /> 16 W/(2)12d EA STUD <br /> 809 <br /> 1®- SHEAR WALL BELOW PER SCHEDULE OF 1/S06 M <br /> m <br /> 7 <br /> rn <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' 0 BEARING OR SHEAR WALL BELOW M <br /> _ w <br /> BEARING OR SHEAR WALL ABOVE t1 <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W o <br /> V ❑ <br /> POST BELOW <br /> W <br /> Y <br /> PT,LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 SO4A <br />