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<br /> ADJUST SPAT
<br /> IN.AS REQ'D
<br /> FOR PLUMBING,TYP.(SEE
<br /> AS FOR PLUMBING DROP
<br /> DIMENSIONS) I I_
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<br /> o[ 2x12111F'#' SOBS 1 0.2',oc TYPJ;
<br /> 508 /'T'IP UNu6
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<br /> FLOOR FRAMING PLAN NOTES:
<br /> CS1164'0"LAP LOWER 1. Floor Sheathing thick (Panel 9pa.—Rat in 9-4 6 72 4 Fw it h I o n 6 di in a n a�lo n P a rimn d i c u I a r Cc supports r aL e Sheathing
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<br /> to all Framing Members T"G
<br /> TOP PLATE l'-W'AND ".1. n .,.,king lb�r with adhesive conforming to A.P.A.Specilication AFG-01,Fasten Sheathing to
<br /> E4 ATTACH TO FLAT 2x4 ILL
<br /> k F.�.�g.thD.13l"0.2Y,"N..I..,Si n wsv so screws as follows.
<br /> C1 BUKG BTWN STUDS IFraming,Edges 6"oc W
<br /> IFraming,Field I-cc LL Boundw Blocking,Struts U_
<br /> o At ams,dicated as Blocked Diaphragm,provide 2x Flat Blocking per General Structural Notes)at all Unframed Sheathing Panel
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<br /> . I? x. Edges.Fa,tn Sheathing to Framing and Blocking with 0.131"0 x 2Y,"Nail.or Sinai...WSV#D.Zy�"screw.a,follows: z 0
<br /> (2)2X6 o IoFraming Edges 4 oc <
<br /> w Framing,Field 4-12 c
<br /> Boundaries, ng,Struts 4;ooc <
<br /> SOB S-Drawings for the,Sh!'a`t'h,kn'q Nailing requirements. 0
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<br /> C, 2. Floor Framing shall be as indicated on plan.Refer to General Structural Notes for other requirements.
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<br /> ROOF FRAMING PLAN NOTES 0
<br /> 3� Rof Sheathing shall be Vv"thick JP;meF9p.,1 Rib�.QNTI _._27Y�Nail as f5k—
<br /> IF,anning,Edges 6).F�.t.�Sl,..th,ngt.F..igwMO.131"O s ows z
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<br /> Framing,Field
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<br /> boundanes. 6..
<br /> VO 4 131-king.Struts At Unframed Panel Edgesz LU
<br /> CS 1&S-1)"- d, CS16x6'-W LAP LOWER Sheathing Nailing requirements. W W
<br /> PLATE TO PLATE I 5 Sx16 GLB(DROPPED) 'teaTOP PLATE 1'4'AND
<br /> ATTACH TO FLAT 2x4 At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Not,,)at all Unframed Sl,,aV,,ng Panel
<br /> 50110 BUKG BTWN STUDS Edges.Faster,Sheathing to Framing and Blocking with 0.131"0 x 2)42"Nada as follows
<br /> 77 Framing Edges
<br /> Framing,
<br /> DWARE
<br /> in Field
<br /> 13 SOB Boundaries,Boundaries, ocang,Struts
<br /> SOB ALL FRAMING OR HAR Sea Drawings for other Sheathing Nailing requirements.
<br /> ATTACH LOW NOT SHOWN OR SPECIFIED
<br /> u. rn ROOF TO BEAM TO REMAIN UNCHANGED 4. Roof Framing shall be as indicated on plan.Refer to General Structural Notes.
<br /> PER 1 1/SO8,SIM
<br /> x 5. Trusses marked Strut shall be designed to accommodate the vid-ted loads and connectorsW
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<br /> MONO END TRUSS z
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<br /> C; 6. 0—framing Members shall he 2.4 @ 2W'..posted down ton fiammg below /2,4 @ 48oc,staggered or tianno,cated by the W
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<br /> 'r,, o Truss Manufacturer. 0 >
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<br /> LATE J W
<br /> 7, Provide solid Flat Blocking at all Valleys,Fasten Sheathing to Bloc king rn accordance with Not.3 O LL_
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<br /> 4 2 8. Pro,od.H2SA Clip each side orTLOKB Screw each ply at 2-ply or greater Ginter Truss ends,lyp
<br /> x)ryro6cot 4 F� (2 (2)2.6 _j
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<br /> WALL FRAMING PLAN NOTES:
<br /> 9. Ed..
<br /> lirtl.r Wall.shall be 2.4 Stud.@ 16--,
<br /> No
<br /> ,�.ES
<br /> (2)2x6 W/ MONO Wraraiidj.cam Shea Walls are in contact,nal studs togeme,Per WSW.See 1/SW for special studa,equinements at Shear Wall
<br /> ..2-2
<br /> TO POST
<br /> 24"c,c
<br /> ONO T 11 C26-2 10. Header,shall be 4x6.u.o.n.See Detail 13jSo5.
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<br /> 11,115 G 24S"oc S09 1 T POST type.P1.3 P1.2 and P2-2-
<br /> 1 1 MUC26-2 —TRUSSES UJ 0
<br /> RA - HEEL TOPOST (2 2x6 Vill
<br /> M TRUSSES
<br /> 808 0 11, Built-up Stud Groups in Wall,supporting Beams Posts or Goer Trusses above shall be(2)Skads,uo n Sea General Structural
<br /> RAISED HEEL
<br /> ll ��21-1 1 (2)2x� (2)2x6 Notes for fasten g requinarramits. LL U
<br /> (2)x6 1 8
<br /> H S06 HUC LL
<br /> 0 T 'S TO POST Sea 10/S06 to,Simpson to USP hardware conversion table.
<br /> 26.2 o .262 12
<br /> T POST
<br /> (RIGHT SIDE ONLY
<br /> Ic EXTEND FULL LENGTH
<br /> 11
<br /> OF SHEAR WALL) LEGEND
<br /> EXTENDED FRONT PORCH OPTION ELEV.'A' '(j�I" ETAlLCAUOUT
<br /> SHEAR WALL BELOW PER SCHEDULE OF VS06
<br /> F_. BEARING OR SHEAR WALL BELOW rn
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<br /> BEARING OR SHEAR WALL ABOVE 4
<br /> (F) FLUSH FRAMED(BOTTOM FLUSH W1 BOTTOM OF FRAMING)
<br /> POST BE..
<br /> PT.LID. BLOCK THRU FLOOR FOR POST ABOVE
<br /> HOR HEADER PER PLAN NOTE 10
<br /> 114'=1'-0' 0 1 2 4 8 16 SO4A(M)
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