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�m <br /> W <br /> or win <br /> Ua _ a s <br /> k= x w <br /> a <br /> sw <br /> 0 <br /> SO6r a0d-) 13 NO <br /> CS16x3'-0"- S08 <br /> < -- - -P 1 6 r 4M TO PLATE p cn <br /> 5yx1 3y GLIB(DROPPED) <br /> - <br /> HDR . <br /> I y <br /> 6 8 <br /> it _ g SO6 <br /> f S08 _ P746 0 HOR1 HTS30C- <br /> 3Y2xt2 GL6(F) 1 --- 4x8 <br /> P. NO ? H <br /> zs r <br /> S08 T. <br /> z <br /> aT li (I O <br /> ! QkZ�Zx6 4�OF,'Js�h <br /> I <br /> - 2x12HF#2 m rr <br /> 1fi°04 2 (T41t t•' <br /> I -ADJUST SPHCING AS RE-1'G U <br /> FOR PLUMBING,iYP <br /> A6 FOR PLU . aEU ICI S08 <br /> MBING DRup <br /> DIMENSIONS FLOOR FRAMING PLAN NOTES. <br /> S08� ( ) � 1 aorl�ath Sheathing shah ih�G jParlal Span Rating 46/29j w[h long d mens on perpentl ruler to suppons Glua Sheathing <br /> to ell Framing Members and Blocking below wiN adhesive conforming to A.P.A.S F—do AFG-01.Fasten Sheathing to <br /> j Framing with U.131"0 x 2Y"Nails or Simpson WSV rrgx2Y,'screws as follows: f- <br /> 2x12 HF#'2 ( III Framing,Edges 6"oc �Y1 LL <br /> W <br /> @ 12 oc Framing,Field t0"oc W <br /> '� II Boundaries,Blocking,Struts 6"oc -U <br /> I! I 'L'lj6�I S08 �. Alamos indicated as Blocked D aphragm,pro-de 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel W <br /> Edges Fasten She. <br /> to Fmm ng and Blocking with 0 131 0 x ZY Nails or S mpsan WSV Ngx2L'.screws as follows: <br /> Framing,Edges 4'oc Q <br /> f ..., D6L.JOIST(F) Frammg Field 10"oc <br /> - — Bountlanes Blocking Salts 4'oc <br /> Sae Drawings for other Sheathing Nailing requirements. 0 <br /> le. 41III' t <br /> - I 2. Floor Fram ng shall be as indicated on plan Rerer to General Structural Notes for other requ remenis._ �l i Z <br /> - --- F,6� ) 1 a ROOF FRAMING PLAN NOTES. <br /> L ko /8\ 3. a Sheathing shall is to ck Panel p R t ng 24/161.Fasten Sheathing to Frammg w Ih 0.131"p x 2�Nails as follows: O O <br /> —' Framing,Edges6 oc J �' <br /> SO SO6 Framing Field 12 oc Q <br /> {li Boundares,Blocking,Struts 6'oc Uj <br /> II ry}C 22 v At Untamed Panel Edges,provide PSCA Framing Clips centered between each Framing Member,See Drawings for other W <br /> + Sheathing Nailing requirements <br /> J <br /> - _ 9 9 aquae <br /> _ CSt6x8'0" LAP LOWER 6 <br /> II TOP PLATE 1*-W'AND <br /> W <br /> At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes,at all Unframed Sheathing Panel <br /> DEL JOIST(F) ATTACH TO FLAT 2.4 Edges.Fasten Sheathing <br /> BLKG STWN STUDS to Fle nmg and Blocking with 0.131 B x 2J4 Nails as follows: <br /> Framing Edges4'oc <br /> 4 6 Framing Fieltl <br /> t 1.17 $08 h r a'L} Boundaries Blockmg Salts 4'oc <br /> ISee Drawin a U gs for other Sheathing Nng requirements <br /> 4 Roof Fram tg shall be as indicated on plan Refer to General Structural Notes <br /> --- <br /> Y_,x1s„GLB(C U PEi <br /> CSto U 22 7n <br /> PLATE TO PLv I E ` +6, 5 5 busses marked Strut shall be designed to accommodate the'd'c d tl and connections ..ss W <br /> Ka G <br /> fi Ovedra ni tg Members shall be 2,4 @ 29 pc posted down to ma i framing below w/2x4 @ 48 oc,staggered.or as indicated by the W <br /> ALL FRAMING OR HARDWARE Truss Manufacturer. O a W <br /> LL <br /> _. Zo NOT SHOWN OR SPECIFIED W <br /> -! 1 00 TO REMAIN UNCHANGED 7. Provde solid Flat Blocking at all Valleys Fasten Sheathing to Blocking n accordance with Note 3. O <br /> E <br /> to ^ <br /> mLL L <br /> O 8. Provide H2 5A Clip each side or TLOk6 Screw each ply at 2-ply or greater Girder Truss ends typ. rO <br /> a 5 ¢ WALL FRAMING PLAN NOTES: o,n r n F p 9 xbiripr a Is s ell be hear Wa type 7-G col x8 Studs @ 16"oc u FL v _ <br /> 'I I S08 (2)2x6 W/ Interior Walls shall be 2x4 Studs <br /> HUC26-2 <br /> 5Yxl2 GLB '1. TO POST 'L Sy xt2 GLB `8 Where adjacent Shear Walls are in contact,ne l studs together per 3/S06 See 1 S06 for special stud requirements al Shear Wall LL Z <br /> I I IC; .. RIM+/-10'-0" RIM+/-10'0" types P1.9 Pi-2 and P2 2 ''t O <br /> - - - 1r 10 Headers shall be 4x8 u o.n See Detail 13/SO6. ^ <br /> ATTACH LOW ROOF _ __ I ATTACH LOW ROOF LnL 0 <br /> r. II-- I'I — DIRECTLY TO RIM - DIRECTLY TO RIM 11. Built-up Stud Groups In Walls supporting Beams Posts or Girder Trusses above shall be(2)Studs,u.o.a See General Structural a+ 1!LlLI.aVVVLL PI <br /> _ NO TRUSS BEAM PER 12/SO8,SIM ND TRUSS BEAM PER 12808,SIM Notes for fastening requirements. <br /> PER 6 - W/HUC26-2 (2)2x6 2x4 RAFTER II (2)2x6 WI HUC26-2 12. Sae 10/SO6 for Simpson to USP hardware conversion bible. � <br /> 13ISU7 S08 TO POST - ON <br /> w TO TRUSSES <br /> 5RS 024"o END TRUSS 24"00 TO POST j <br /> ENDTRUSS MONO (2)2X6 W/HUC26-2 2x FULL DEPTH <br /> TH LEDGER 11 USSES TO POST LEDGER W/(2) 12)m <br /> LEGEND <br /> .-. BUSS VERT 509 (dD 24"oc 12d EA TRUSS 4 SO6 SO6 VERT <br /> (TOP ONLY AT ENTRY (RIGHT 11 DETAIL CALL-OUT <br /> DOOR,EXTEND FULL SIDE ONLY) gOg <br /> sx.x <br /> SHEARLENGTH OF <br /> WALL) <br /> 1®- SHEAR WALL BELOW PER SCHEDULE OF 1/SO5 <br /> m <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' BEARING OR SHEAR WALL BELOW <br /> f <br /> W <br /> BEARING OR SHEAR WALL ABOVE <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) o <br /> ❑ a <br /> 0 <br /> POST BELOW <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE IY - <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 <br /> SO4B(M) <br />