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W <br /> rs <br /> Q � G <br /> x <br /> W j <br /> Q 4 J J <br /> a W W <br /> x1 <br /> 0 <br /> O� <br /> min <br /> Air <br /> r <br /> p 13 1 B <br /> �`�� S08 SOB SOB <br /> CS18x3'-0"- <br /> 4 BEAM TO PLATE 'fir v;- <br /> 5Yzx13Y2GL PI-6 <br /> _B(DROPPED) — — <br /> 6 HDR � I <br /> O 8 ill od (1=4 <br /> ro sob r LUS210, <br /> BEAM TO PLATE O 'I. vNPUNO S08 <br /> ry,6 -4x8 -- -- ? 3Yzxi2 GLB <br /> ry6 <br /> d� ry <br /> 8 <br /> S08 <br /> (2/2�O P11�6 �4T.sNis; <br /> 2xi2 HR 2 ssss W� I� <br /> 2 NP.UNO ADJUBT SPACING AS REQ'D <br /> S08 FOR PLUMBING,NP.(SEE <br /> AS FOR PLUMBING DROP 2 FLOOR FRAMING PLAN NOTES: -----—---- <br /> DIMENSIONS) 508 1. Ffoot 1leething shall be:'t'ck Panel Span Rating /24j with long dhnension perpendicular to suppons.. to Shaalhvg <br /> III to all Framing Members and Blocking below with adhesive conforminy to A.PASpeeilcation AFG-01.Fasten Sheathing to <br /> FF11 Framing with 0.tit"0 x 2Yd'Nails or Simpson WSV#9z2Yz"screws as follows' ��1 T- <br /> 2x12 F#2 Framing,Edges 6"oc �y,� <br /> 12"oc Framing,Field 10"oc KJ <br /> Boundaries,Blocking,Struts 1 LL 0� <br /> 3 At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel w <br /> ?2 SOB �2 Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y"Nails or Simpson WSV#9x2Y,'—s as follows' <br /> +s {s Framing,Edges _ 4"oc <br /> DBL JOIST(f)_ Framing,Field - 10"oc Q <br /> ._-.. u <br /> Bountlaries,Blocking Struts 4"oc <br /> 2 Sae Drawings for other Sheathing Nailing requirements. //Qr� <br /> 2. Floor Framing shall be as indicatetl on plan.Refer to General Suuclural Notes for other raquiremanis. z V <br /> Pt-6 ROOF FRAMING PLAN NOTES: O Q <br /> B K 3. Roof S m"Sheathing shall be thick(Panel Span_acing ).Fasten Sheathing to ramirg with 0.1 7"0 x y"Nails as holows'.l <br /> 8 Framing,Edges fi"oc J <br /> S08 Framing,Field 12"oc <br /> ,I t <br /> - Boundaries,BloUdng,struts 6"oc W <br /> 10 2 At Unframed Panel Etlgea provde PSCA Framing Clips centered between each Framing Member.See Drawings for other T LLI <br /> -0"-LAP LOWER 'bry `�{is Q Sheathing Nailing requirements, <br /> ATE 1'-4"AND At areas indicated as Blocked Diaphragm,provide 2x Flat Blacking(per General Structural Notes)at all Unframed Sheathmg Panel W <br /> i TO FLAT 2x4 DBL JOIST(F) Edges.Fasten Sheathing to Framing and Blocking e,ith 0.131"0 x y"Nails as follows: Q <br /> TWN STUDS -- <br /> ---' -'- Framing,Edges 4"oc <br /> Framing,Field 1,oc <br /> 9�+6 S08 9`�+s boundaries,Blocking,Struts 4"oc <br /> u_ See Drawings for other Sheathing Nailing requirements. <br /> 8 u 4 Roof Framing shall be as indicated on Ian Refer to General Structural Notes <br /> 0 0 SYzxiBYi GLB(DROPPED) p <br /> ,L'7,+ PLATE O- S. Trusses marked Strut shall be des d to accommodate the indicated loads and connections Ll,l <br /> PLATE TO PLATE gin � � <br /> 6. Overtrain ng Members shall be 2x4(aJ 24'oc posted down t harinvig below w/2z41g 46 oc staggered,or as ndlcalad by the Q LWI.) <br /> ALL IN FRAM G OR HARUWARE LL A LL Q\,L1g}6 Truss Manufacturer. O <br /> NOT SHOWN OR SPECIFIED Z�, �. <br /> TO REMAIN UNCHANGED 00 3 7. Provide solid Flat Blocking at all Valleys Fasten She ig to Blockng in accordance whin Note 3. O ^^ <br /> LL <br /> ._— ... .._... Q I..L 1 = 8. Provide H2 SA Clip each side or FLOK6 Screw each ply at 2-ply or greater Girder Truss ends',trip. <br /> aI O <br /> o WALL FRAMING PLAN NOTES f{J (� <br /> 5_ p 9. EMerwr Walls shalt be Shear I type Pi 6 wlih 2z6 Studs—tQi 16 oc u n n LL `/ )" <br /> SO8 Interior Walls shall be 2x4 Studs @ i6 oc u 0 n Z V <br /> ?�{6 :: i2 l,.L �1m �+d+ 5y xi2 GL0 (B `o+d, ryry rye' Syx13y GLB {d, {6 Whe-e adjacent Shear Walls are-n contact nail studs together per 31506 bee iB06 for special stud equ iemente at Shear Wall <br /> RIM /-10'-0 RIM /10 <br /> _ EXTEND TO CORNER) types Pt-3 Pt-2 and P2-2 ' <br /> CANT. 1 Ll!, O <br /> ' _ <br /> d — -- -- - 11, Hall,,shall be 416 u o n See Daunt iJ/506. n/'� <br /> 2x4 SHTG LEDGER � \ _ � 2x4 SHTG LEDGER L.6. � U <br /> W/(2)12d EA STUD r_ II cal(2)12d EA s7UD — — — — — — J 1 t Bu a-w Scud Groups m Walls supporana Beams Posts or Girds,Trusses above shall be izl studs ap.n.sae General Structural <br /> NIONf TRUSS <br /> MONOTRUSS - Notes for fastening requirements, LL <br /> —\ <br /> LL <br /> (2)24 W/HUC26-2 (2)2xb W/ SOB (2)2x6 (2)2x6 W/ 6 PER 12. See 101806 for Simpson to USP hardware con—siun table. LL <br /> TO POST MONO TIiu�J _ HUC26? HUC26-2 s08 13/SO7 <br /> --__ - TO POST ENDTRUSS TO POST (H=5'-6") <br /> 11 - (2)2x6 W/HUC26-2 '7 <br /> TO POST to LEGEND <br /> ENO TRUSg 8 8 509 <br /> (RIGHT (TOP ONLY AT ENTRY; DETAIL CALL-OUT fig;1 SIDE ONLY) DOOR,EXTEND FULL SX.X <br /> LENGTH OF EA, k <br /> SHEAR WALL) SHEAR WALL BELOW PER SCHEDULE OF i1S06 <br /> m <br /> EXTENDED FRONT PGRG-i OPTION-ELEV.'A' I BEARING OR SHEAR WALL BELOW � <br /> L———J BEARING OR SHEAR WALL ABOVE a <br /> (F) FLUSH FRAMED(BOTTOM FLUSH Wh BOTTOM OF FRAMING) W o <br /> ® POST BELOW <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 SO4A <br />