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0 <br /> sdo <br /> N T <br /> 30 <br /> p xr <br /> o v <br /> 22 o W N <br /> LL = W 3 <br /> na r w <br /> xx <br /> oC <br /> mO <br /> m <br /> ) n <br /> 11 it it <br /> 1 8 <br /> SOB SO6 <br /> VJ <br /> �_.._._..-....-...-_..... Pi- --_ _. <br /> 8 <br /> - 3Yzx9 G i�B`tiro 11 ry fal} 3Yzz9 GLB hG z ds <br /> V4 <br /> z <br /> �ql 2x12 F#2 �+s <br /> r`T, <br /> 12"oc <br /> t i dif <br /> SOS <br /> SOBS`` ;Y <br /> ADJUST SPACING AS REO'D FOR <br /> PLUMBING,TYR(SEE A6 FOR <br /> PLUMBING DROP DIMENSIONS) TYP FLOG FRAMING PLAN NOTES: <br /> 3 1 - ea mg sha /.t n & (anal Span Rating 48/14)wnh ong imension peiperbicu ar to supports.Glue Sheathing <br /> to II Framing Members and Blocking below with atlhesive conforming to A.P.A.SpeclBcallon AFG-0,.Fasten Sheathing to <br /> 9 ISO <br /> 8 F. ing with 0.131"0 x 2Y"Nails or Simpson WSV#9x2Y"scews as fgllows. �1 f"' <br /> 6 `00 <br /> ry S08 22+s Framing,Edges 6"oc w <br /> 3Yx12 GLB(F) H R (2)2x121F) Framing,Field 10"oc J <br /> lf— n—n: '� '-�lil ul Boundaries,Blocking,Struts 6"oc <br /> LUS210 TYP.UNO ? �- At teas intllcated as Blocked Diaphragm.provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel <br /> c'yy Etl as.Fasten Sheathing to Framing and Blocking with 0.131"O x 2Y"Nails or Simpson W5V#9x2Y"screws as follows: V <br /> 31S06 TYP <br /> Framing,Edges 4"oc T Q <br /> Framing,Field 10"oc yof <br /> ----P,-6 Boundaries,Blocking,Struts 1 4"ocI �<�I� <br /> Sar Drawings for other Sheathing Nailing requirements. L/ <br /> 6 506 2. Flo ur F a ing z <br /> shall be as indicated on plan Refer to General Structural Notes for other requirements. ' <br /> SOB <br /> ROOF FRAMING PLAN NOTES <br /> 3. !'. ,f SI Ihin9 shall be Aethick(Panel Span Rating 24/16).Fasten Sheathing to From ng wsN 0.131"0 x "Nailsas follow O Qs: <br /> Framing,Edges 6"oc Q <br /> Framing,Field - 12"oc Q ' <br /> r, Boundades Bloc <br /> king,cking,Struts 6"oc <br /> Al nframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member,See Drawings for other <br /> CS16x10'-0"LAP LOWER J <br /> 6 S1.alhing Nailing requirements. <br /> S08 TOP PLATE V-4"AND W <br /> Ary+6 Y2+s �r^ (2)2x12(F) ATTACH TO FLAT 2x4 Al re s indicated as Blocked Diaphragm,provide 2,Flat Blocking Per General Structural Notes)at all Unframed Sheathing Panel T a <br /> CSi6x3'-0 BLKG BTWN STUDS E esa Fasten Sheathing to Framing and Blocking with 0.13VO x 2Y"Nails as follows: y <br /> PLATE TO PLATE 5Yx16y GLB(DROPPED) - <br /> _ Framng,Edges <br /> 4'oc <br /> I(2)2x12(F) LUC2 Z <br /> Framing,Held i2"oc <br /> LLO Boundaries,Blocking,Struts 4"oc <br /> SV� 2� x S Drawings for other Sheathing Nailing requirements. <br /> Q r1,+6 2x12 DF#2 +6 O <br /> I --- t-� 4, Roof Framing shall be as indicated on plan.Rater to General Structural Notes <br /> 16 ac. _ lu ALL FRAMING OR HARDWARE <br /> 7YP UNO NOT SHOWN OR SPECIFIED 5. Tre ses marked Scot shall be designed to accommodate the ddnoated loads and connections. � <br /> .LL." u_r`+ TO REMAIN UNCHANGED 6. Ov Ram ng Members shall be 2x4 @ 24 oc posted down to main framing below w/2,4 Q 48 oc,staggered,or as indicated by the W <br /> w z <br /> (2)2xl2(F)- ev O T Manufacturer O <br /> — 03 W <br /> 7, Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Block'ng'n accordance with Now 3. O LL <br /> TO <br /> A35EDGE CLIP-JO GLISTL: _- -_...-.. 8. Pr Pi de H2 5A Clip each side or TLOK6 Sere,each ply at 2-ply or greater Girder Truss ends.W. O <br /> i 6 WALL FRAMING PLAN NOTES. [•' <br /> } }6 ? 9. na a s she be hear all type 1 6 with 2x Studs 16 oc,u o n v <br /> SO6 ' SOB ryry� .� Interior Walls shall be 2x4 Studs @ 16'oc u o n. <br /> 5Yzx15 GLB O o' 5Y2x12 GLB L(.yL <br /> (EXTEND TO CORNER) — 4x8 RIM IF) — __ L re adjacent Shear Walls are in contact naI scads ingather per 3/506.See 1/S06 for sp ciat stud req,,mm nts at Shear Watt Z <br /> _ types Pi-3,Pt 2 and P2 2 "f C O <br /> L — — - — — — _ P ZZk6 -� ——— 10 He Ipders shall be 4x9 u-o n See Detail 13BW. boa+ G <br /> (2)2x6-1- COMMON TRUSS Q V <br /> CANT. q p1:2 HUC26-2 HUC28-2 (2)2x6 W/HUC26-2 2 2X6 W/ 11. Sol t-up Stud Groups n Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,U.0, See General Smidurel <br /> (_)2x6 W/ l) 2)2 W/HUC26-2 N es for fastening requirements. <br /> 1-2 6 -i� TO POST HUC26-2 TO POST <br /> HUC26-2 <br /> PER S08 2zR SHTG- I TO POST COMMON TRUSS 12. S 10/S06 for Sim <br /> 13lS07 TO POST LEDGER STD psgn to USP hardware conversion table. <br /> I' 8 PT 4x4 POST W/LPC4Z <br /> (H=4'-0") 12d EA STUD ) SO6 CAP(ONE SIDE) 11 — D <br /> PT 4x4 POST W/LPC4Z 509 - -� <br /> CAP(ONE SIDE) GABLE END—' .. (2)2x6_ <br /> TRUSS GABLE END TRUSS LEGEND <br /> C516x48"--.J <br /> PER 17/SO8 2x4 SHTG LEDGER <br /> W/(2)12d EA STUD S09 x X DETAIL CALL-OUT <br /> P1 SHEAR WALL BELOW PER SCHEDULE OF 1IS06 <br /> do <br /> _EXTENDED FRONT PORCH OPTION-ELEV-'A' BEARING OR SHEAR WALL BELOW <br /> C7 BEARING OR SHEAR WALL ABOVE <br /> (F') FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) ly do�qt <br /> O <br /> 0 <br /> 151 POST BELOW <br /> PT. D. BLOCK THRU FLOOR FOR POST ABOVE <br /> HER HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 <br /> SO4A(M) <br />