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m <br /> W �z <br /> Q 3 =0 <br /> z <br /> U aN <br /> �`= i w3 <br /> w <br /> a iv w <br /> z= <br /> �w <br /> r_. <br /> aoo' 1 <br /> SOB <br /> ADJUST SPACING AS RED D— w J <br /> FOR PLUMBING,TYP.(SEE 14 W <br /> A6 FOR PLUMBING DROP S08 <br /> DIMENSIONS) <br /> Im I 2 <br /> � 2x12 HF42 S08 LL) <br /> S08S210, x <br /> TYP UNO <br /> �' �7nsyrN <br /> -.- _ <br /> 5Y x12 GLB(F) <br /> 9 <br /> HHUS5.50/10 p <br /> i- p s6s6\y�W <br /> SOS <br /> FLOOR FRAMING PLAN NOTES. <br /> lli O CS18x6'•0"LAP LOWER 1. oor thick T8G Panel Span Rakng 4824)w ih long tliiranslan perpend tiler to supports Glue Sheathing <br /> i.505 b TOP PLATE 1'-4"AND t0 all Framing Members and BI x g below wth adhesive confonnirg to A.P.ASpec t'caCon AFG-01,Fasten Sheathing to <br /> ATTACH TO FLAT 2x4 Framing with 0 131 0 x 2Yj'Naals or Simpson WSV p9x2Y screws as follows �\ <br /> BLKG BTWN STUDS Framing,Edges 6"oc co W <br /> .i Framing.Fieltl 10"oc <br /> ant iF i v_ Boundanes,Blocking Struts 6"oc J <br /> I Yam- O At areas indicated as Blocked Diaphragm provide 2x Flat Block ng(per General Structural Notes)at all Unframed Sheathing Panel �LLr�J <br /> ,o - � `• '-'- `ro �o Edges.Fasten Sheathing to Framing and Blocking with 0 131 0 x)y'Nails or Simpson WSV#9x2Yt"screws as folows' z V <br /> (212x6 a OF in Framing,Edges 4"oc Q <br /> w� <br /> 8 �e Boundaries, <br /> Blocking Struts 14"oc ��Qrr�� <br /> ,SOS Z N See Drawings for other Sheathing Nailing requ rements L/ <br /> _ O 3 2 Floor Framing shall be as indicated on plan Rater to General Structural Notes tar other requirements. Z <br /> ' ROOF FRAMING PLAN NOTES: O Q <br /> 12� 3. Roof Sheathing shall be s"truck(Panel Span a9ng 24A 6).Fasten Sheathing to Framing with 0.1 1"0 x i'Nails as ollows. <br /> Framing,Etlges Too Q <br /> zx15 G _ Framing,Field 12"oc > <br /> �p 4 (((v .HU2 5 Boundaries,Blocking,Struts 6"oc z <br /> CS16x6'-0'LAP LOWER At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.see Drawings for other J <br /> CSt6x3'-U" Sheatlning Nailing requirements. <br /> PLATE TO PLATE V 5Y LB(DROPPED] ? __ TOP PLATE T-4"AND w <br /> R,- Uj <br /> ATTACH TO FLAT 2x4 At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)al all Unframed Sheathing Panel J m <br /> BLKG BTWN STUDS Edges.Fasten Sheathing to Framing and Blocking with 0.13V0 x 2v"Nails as to—: <br /> 50/10 Framing,Edges 4"oc <br /> 3 <br /> S09 Framing,Field 12"oc <br /> SOB Boundaries,Blocking,Struts 4"oc <br /> ALL FRAMING OR HARDWARE See Drawings for other Sheathing Nailing requirements. <br /> u_ tl MONO NOT SHOWN OR SPECIFIED <br /> m TRUSSES TO REMAIN UNCHANGED 4 Roof Framing shall be as indicated on plan.Refer to General Structural Notes <br /> @ 24"oc LJJ <br /> 5. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. J <br /> HTS30C I N fi Overfram n Members shall be 2x4 24•oc (� LU <br /> F_ )E BEAM 9 @ posted down to na n framing belay col 2x4 Q afi"oc,steggeretl,or a5 indicated by the O LL <br /> (2)2xb Truss Manufacturer. <br /> U212-2 - )PLATE ATTACH LOW � � Ll.l <br /> 11 I II J ROOF TO BEAM r�, - +6 I 7 Provide solid Flat Blocking at all Valleys Fasten Sheathing to BlOckng in accordance with Note 3. <br /> HU412 S08 2� - ti'-I PER 11/SOB,SIM '�2 ryry J 0 <br /> LL <br /> Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. O O <br /> CON F. (2)2x6 (2)2x6 <br /> -- --- .. WALL FRAMING PLAN NOTES' <br /> rl' r' — - -- 9 ells shal ear a pe 1-6 wdh x6 Wtl6(�16 Oc u.o n <br /> Inter oor wal6 snarl be 2x4 Studs t�t6'oc u. <br /> (2)2x6 W/ - COMMON TRUSS U <br /> 5Y2x 15 GLB — - Where adjacent Shear Walls are in contact hall studs together per 3IS06 See VS06 for special stud raqueementi.at Shear Wall <br /> COMMON IRUS^: HUC26-2 <br /> types P1.3 Pt-2,and P2-2 W C O <br /> 1 r° I) TO POST G _ <br /> SOS RAISED HEEL ry _ (2)rn,; MONO 11 I COMMON TRUSS (HUC2-2 10, Headers shay be ax6 u.o n.See Dina 131S06. <br /> MONO TRUSSES ry -r -' TRUSSES S08 HUPOST a" L) <br /> @ 24"oc 1t RUSS SOB ^ @ 24bc (2)2X6 W/ TO POST 11. Built-up Stud Gmups'n Walls supporting Beams.Posts or Girder Trusses above shall be(2)Studs u.o.n.See General Structural U <br /> —i (2)2x6 Notes for fastening requirements <br /> GABLE <br /> S09 SHTG LEDGER HUC26-2 -------- <br /> PER 13/SO8 -UI O- SO6 TO POST GABLE END TRUSS 72. See iNS06 for Simpson to USP hardware conversion table. U) <br /> (2)2x6 W/ �O`'' (RIGHT SIDE ONLYFE <br /> HUC26-2 EXTEND FULL LENGTH SHTG LEDGER D <br /> TO POST OF SHEAR WALL) PER 13/SO8 16 <br /> sos LEGEND <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' szz 13-11-CALL-Ol1T <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> I BEARING OR SHEAR WALL BELOW m <br /> H <br /> K <br /> BEARING OR SHEAR WALL ABOVE a <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) w for <br /> G <br /> A <br /> POET BELOW <br /> WILPT.LD. BLOCK THRU FLOOR FOR POST ABOVE m <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 z a e 16 <br /> SO4B(M) <br /> via.=r-o° <br />