Laserfiche WebLink
G <br /> i:2 <br /> �C <br /> Id <br /> l7 =f <br /> UG N <br /> E_ w3 <br /> a 2w <br /> 00 <br /> m m <br /> Qe <br /> ° 1 8 <br /> ro°' 13 S08 SO6 <br /> 4 S08 CS16x3'-0"- <br /> 4 BEAM T PLATE <br /> 5Ysx13Ya GLB(DROPPED) O -6 <br /> " <br /> O � 6 LT7 <br /> a Soo w.:LUS210, 9 LT) 3 <br /> HORIZ.HTS30C• v NP UNO <br /> BEAM TO PLATE P7 ,�u <br /> z <br /> 4x8 <br /> ? 3Ysx12 GLB IF <br /> 8s <br /> S08 <br /> 2x12 HF#2 <br /> 2 @ 16"oa, <br /> TYP.UNO ADJUS SPACING AS REO'D I�LiWLr <br /> SOB FOR PLUMBING,TYP.(SEE <br /> AS FOR PLUMBING DROP 2 FLOOR FRAMING PLAN NOTES: ----- <br /> DIMENSIONS) SOB 1. Flo.t Sheathings all be M.t k 8 (Panel pan Raring 48/24)with long dimension perpendicular to suppwts. to,Sheathing <br /> II to ail Framing Members d Blood)below with adhesive conforming to A.P A.Specification AFG-01.Fasten Sheathing to <br /> Frarriing with 0 131"0 x 2Y"Nails or Simpson WSV#9x2 z"screws as follows' �1 <br /> 2x.2 A Framing,Etlges 6"oc M <br /> 12"oc Framing,Field 10"oc K/ _ <br /> Boundaries.Blocking,$Iruls 6"oc (Z' <br /> 3 At areas indicated as Blocked Daphragm pmv de 2x Flat Blocking(per General Structural Notes)at all Unnamed SI ealh ng Panel w <br /> �+ S08 I??+ Edges.Fasten Sheathing to Frarning and Blok ng with 0.131 0 z 2Y Nails or Simpson WSV#9x2k.scews as follows: <br /> Framing Edges 4'oc 0 <br /> DBL J 1ST(F) Framing,Field 10'oc Q <br /> ° Boundaries,Blocking,Struts 4"o, <br /> �./ Q <br /> See Drawings for other Sheathing Nailing requirements. f^ <br /> a z V <br /> 2. floor Framing shall be as Indxate:tl on plan.Refer to General Structural Notes for other requirements. r <br /> Pt-6 ROOF FRAMING PLAN NOTES: O Z <br /> as Bathing shall be is'thik(Panel Span Rating 24/16j.Fasten Sheathing to Framing with O.131"O x 2 2'NaAs as follows: O <br /> SOB �•�N 8 Framing,Edges 6"oc J S08 Framing,Field 12"oc <br /> B F-oundaries,Blodciny,Struts 8"oc W <br /> ry}6 ?? At Unframed Panel Edges,provide PSCA Framing Clips cantered between each Framing Member.Sae Drawings for other LLf <br /> -0"-LAP LOWER `b +s Sheathing Nailingequireman.. J <br /> ATE FLAT 2x4TE V-4"AND At areas indicated as Blocked Diaphragm,provide 2.Flat Blocking(par General Stm ural Notes)nt all Unframed Sheathing Panel w <br /> .. I TO STUDS DBL JOIST(F) Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 23k"Nails as follows: Q <br /> - Framing,Edges 4"oc <br /> Framing,Fleltl 12"oc <br /> 42+ SOB 92+ Boundaries,Blocking St 4"oc <br /> LLO S ° Bee Drawings for other Sheathing Netting requirements. <br /> u 6 5Yzx16)4 GLB(DROPPED) I T4. Roof Frain 1g shall be as indicated on plan.Refer to General Structural Notes <br /> O i2 2ti+ PLACS1TE TO- ses s <br /> gW� PLATE TO PLATE 5 irus marked Strm shoo be aaeiynad to acrommpdale n d t a loads one wnne<ton. a � <br /> Q rt 4�6 6. Overfran ng Me nbers shall be 2z4®2a oc pasted down t framing below w/2z4(Q148 oc staggered or s nd<ated by the 0� Z W <br /> 1, ALL FRAI IINki Ofi H kLWARE - o- _ `r',Ly, Truss Manufacturer, C\I <br /> NOT S4IOVJN Jk —HE 2� LL ��, O <br /> TO REIVIAIN JTu HANGED Cl 3 1. Provide sold Flat Blocking at all Valleys Fasten Sheathing to Blockng in accordance with Note 3 <br /> LL <br /> C, h 8. Provide H2.5A Clip each aid,or TLOK6 Screw each ply at 2-ply w greater Girder Truss ends-,typ. O !1 O <br /> flz <br /> O <br /> -i 5 0 m WALL FRAMING PLAN NOTES: <br /> / ° 9. Ezlerfw Walls she be Shear Wail type P1-6 with 2x6 Studs Q 11i oc,u.o.n. � <br /> SOB Interior Walls shall be 2.4 Studs®16'cc u.o <br /> ?. rri `' 0 0 ? G <br /> —T_p 6 5YX12 GLB `�+d, q, 2ry+ 5Yx13y GLB s `o'Fs Where a-3,PI-,aear Walls ate in contact nail studs together per 3/S11.See 1/Si'181or special stud requtrentents at Shear Wall ' <br /> RIM+/-10'-0" (EXTEND TO CORNER) types P1 3 P1 2 and P2-2 O <br /> + —\ - CANT. _ <br /> s 2 <br /> \ - - 10 Headers shall be 4x6 u o n Be.Used 13/SO6. <br /> 2x4 SHTG LEDGER-- - 2x4 SHTG LEDGER _ _ _ _ _ _ < U <br /> W/(2)12d EA STUD B III W/(2)12d EA STUD 11. Built-up Stud Groups n Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural <br /> MONO fku:;a _ MONO TRUSS p_ Notes for fastening requirements, <br /> 1 2 2x6 W/ <br /> j'_')2x6 VV/FIUC28-2 I---—(2)2x V! 6 PER 12. See tO/S06 for Simpson to USP hardware conversion table. L <br /> S09 (2)2x6 () <br /> TO POST MON 1 FRUSS _ HUC26? — H0 POST <br /> SOB 13/SO7 <br /> TO POST END TRUSS TO POST (H=5'-&') <br /> (2)2x6 W/HUC26-2 '7 <br /> (l i2xd TO POST <br /> L6 -- _ ._ 6 LEGEND <br /> ENO TRUSS <br /> tg, (RIGHT (TOP ONLY AT ENTRY S X DETAIL-LL-OUT <br /> C gpg I SIDE ONLY) DOOR,EXTEND FULL <br /> LENGTHJ SHEAR WALLA SHEAR WALL BELOW PER SCHEDULE OF 11806 g <br /> m <br /> 7 <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' BEARING OR SHEAR WALL BELOW g <br /> [___] BEARING OR SHEAR WALL ABOVE <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W No <br /> 6 N <br /> ° <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 />