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71 <br /> on <br /> W <br /> o' <br /> Ed, <br /> w ° = <br /> U_ _ <br /> 1 S <br /> S08 sOs <br /> Pt4 <br /> 41x110 <br /> [10 <br /> b ` <br /> A JUSTSPACINGA.11 W.a <br /> 14 FOR PLUMBING,TYP.(SEE W <br /> SOS .,I I A6 FOR PLUMBING DROP <br /> DIMENSIONS) <br /> '-' <br /> 2 m.. z <br /> 508 2x12 HF#2 LO W41W <br /> I I <br /> ®19.2"oc,TYP. $2 r. <br /> LUS210, 9 <br /> N TYP UNO SOB <br /> . i <br /> a <br /> I SY x12 GLB(F) <br /> HHUS5.50/10 -�b� � <br /> Z(F) J <br /> 0"LAP LOWER N FLOOR FRAMING PLAN NOTES — <br /> 1TE V4"AND 3 j 1. oor heaN ng shaI be.•thick T8G(Panel Span Rat ng 48/241 w th long dimens on perpendcu ar to supports Glue Sheathing <br /> I TO FLAT 2X4 m 1.x SOBN to all Framing Members and Blocking below with adhesive conforming to A P A.Specfcation AFG-Ot fasten Sheathing to <br /> . WN STUDS o Y4 ti Framing with 0.131"0 x 2Y_.Nails or Sim peon WSV#9x2Y"straws as follows: M��/� <br /> w 4x12(F) Framing,F eld 10"oc W <br /> OO Bountlanes Blocking Struts 6 Oc <br /> At areas indicated as Blocked Dephtegm provide 2x Flat Blocking(per General Structural Notes)at all Unirametl Shealh'n9 Penal <br /> Ip cu (2)2x6 P14 uj Etlges.Fasten Sheathing to Framing and Block ng wth DA31 O x 2K"Nak or SlmpsO n WSV U9x2Y.,screws as follows: W <br /> sitting <br /> w a Framing,Felldds 10"oc ,J Q <br /> rxi 8 Boundaries,Blocking.Struts 4"oc <br /> Z L S08 <br /> See Drawings for other Sheathing Nailing requirements. f^ <br /> O 2. Floor Framing shall be as indicated on plan.Refer to General S--al Notes far other niyu rements V <br /> I, . 1 <br /> +6 ROOF FRAMING a De NOTk-(r IS g gwith 61a1m�Nails a--1.F—e- O Z <br /> 9 s ( e pan Rating 24H 6) Fasten SheaNin la Frain n <br /> Framing Edges 6 oc <br /> O Framing Field 12'oc Q <br /> 5 ti e r1�p HU212- +6 q A Bountlanes Block ng,Struts 6'oc <br /> 0"LAP LOWER S08 Q` h (3)2X12(F) bry SOB /pJ TKO At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other Z W <br /> aTE 1'4"AND +/-10'-6" SYzxtS GLB DROPPED 2+B CS16x3'-0"- Sheathing Nailing requirements. W <br /> TO FLAT 2X4 (DROPPED) PLATE TO PLATE At areas dicated as Blocked Die h W <br /> -WN STUDS Ed Fasten Sheatnn to Raining <br /> ragm provide 2x h 0 Block x(per General Structural Nolesl al all Unvatned Sheathing Penal Q <br /> HHUS5.50/10 Edges. 9 »rg antl Black'ng with 0131 Ox2Y Nails as follows <br /> 16 Framing,Edges 4"oc <br /> S09 Framing,Field _ 12"oc <br /> ALL FRAMING uR dill UL iF.,fL SOS v Boundaries,Blocking,Struts ---- <br /> NOT SHOWN OR SP[CIFILL) ATTACH LOW v ( See D—nngs for other Sheathing Nailing ra t—m-ill. <br /> TO REMAIN UNCHANGFi, ROOF TO BEAM m <br /> PER 11 fSO8,SIM j I y, 4. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. <br /> ' MONO END TRUSS p I 51 Trusses marked Strut shall be des goad to accommodate the indicated loads and connections. W <br /> HORIZ.HTS30C b. Overf Amin Members shall he 2x4 24 oc w 0 ui EA.SIDE BEAM (2)2xfi 9 pasted down to na n fray ng below w12x4 @ 48 oc.staggered or as x/icatetl by the O / w <br /> TO PLATE Truss Manufacturer C`I <br /> HU212-2 <br /> 2f'h `+6' ✓- I�+ N �'o.}d, r1+6 S08 vHUg12 v. Provide sold Flat Blocking at all Valleys.Fasten Sheathing In Blocking t n accordance wth Note 3. <br /> O /► LL <br /> a' MAX) 8. Provide h12.5A Clip each side or TLOK6 Snow each ply at 2 ply ur yreater Gvder Truss ends.typ. Llr 0 <br /> 3 <br /> (2)2x6 I � CONT.4x12(F) <br /> 11tB WALE RANG PLAN NOTES } <br /> o _ P1- 2 2x6 9. elk ahal ba hear all type P1-6 with x6 SWd C.15 oc u o n. -- "— — <br /> MONO j - -' - -- L — _ — Interior Walls shall be 2x4 Studs @ 16'oc,u.o n. <br /> HUC26 2/ 1 5Yx15 GLB Where atllacent Shear Walls ere in contact na studs loyetl per 3/SW.Be,1/S06 for spec al stud requirements al Shear Wall <br /> TRUSSES. N� U <br /> HUC26W .-.__ 16`\ TO POST Zj. types Pit 3 Pit 2 and P2 2. O <br /> f (2)2x6 B RAISED HEEL 1Uj\S05 11 MONO TRUSSES SOB 10 Headers sf all be 4.6,u.o n.see Detail 13/So6,TO POST I� - 1 S09 @ 24"Oc <br /> P p—Walls supporting Beans Posts or Girds,Trusses above shall be 2)Studs u.v, See General Structural <br /> (2)2x6 a�-\ IL bWI �SD6 11. Bu ll.0 Stud Grou <br /> IIU(.26-2 6 (2)2x6 W/ Notes for fastenln lJ g regorements <br /> II- upOST SO6 MONO tit HUC28-2 <br /> (RIGHT SIDE ONLY TRUSSES BO9 TO POST 12. See 10IS06 for Simpson to USP hanf—convers;on table. <br /> t EXTEND FULL LENGTH @ 24"0c elf <br /> .; OF SHEAR WALL) D <br /> LEGEND <br /> EXTENDED FRONT POH0i-1 Or 11CIN-ELEV.'A' XX DETAIL CALL-OUT <br /> a <br /> ®-X SHEAR WALL BELOW PER SCHEDULE OF IIS06 <br /> m <br /> BEARING OR SMEAR WALL BELOW <br /> N <br /> t <br /> W BEARING OR SHEAR WALL ABOVE a <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING( L0 (mr <br /> V POST BELOW to <br /> PT LD. BLOCK ThIRU FLUOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 114"=1'-0^ 0 1 2 4 8 16 S 04A <br /> r <br />