Laserfiche WebLink
c <br /> Ld <br /> l9 <br /> Z <br /> U <br /> a w� <br /> L= <br /> 3 <br /> J.h a� <br /> O 1 8 <br /> cn <br /> U� 13 SOS S06 <br /> ti v SOB CS76x -0"- <br /> 4 5Yzx13Y2 GLB(DROPPED)SEAM 3'TO PLATE P7-6 �+, <br /> +� DR 2 <br /> y � tiry <br /> o tx� <br /> m cN"i LU521p, 9 <br /> HORIZ-HTS30C- v_TYP�I UN'OI SOS ti <br /> BEAM TO PLATE JI__. 11-- - ? 3yx12 GLB(F) }6 [Z. <br /> 1 e 2hs tiry <br /> SOB <br /> (240 P`llyb r of nsx <br /> - 2x12 HF#2 <br /> 2 @ 16"oc. K <br /> TYP.UNO ADJUST SPACING AS REO'D <br /> .v <br /> SOB FOR PLUMBING,TYP.(SEE <br /> A6 FOR PLUMBING DROP 2 FLOOR FRAMING PLAN NOTES: <br /> DIMENSIONS) $p8 1. Floor SheaNing shall be."thick T8G(Panel Span Rating 48i24)with long dimension perpendicular(c supports.Gluas heathing <br /> �I II II to all Framing Members and Blocking below wig,adhesive conforming to A.P.A.Spacificotion AFG-01.Fasten Sheathing to <br /> Framing with 0,131"0 x 2Y"Nails or Simpson WSV a9xv2"screws as follows: �1 <br /> 2x12 HF#2 Framing,Edges 1 6"oc /y1 <br /> @ 12"oc Framing,Field 10"oc co _ <br /> Boundaries,Blocking,Struts 6"oc <br /> 3 At areas'mdicated as Blocked Diaphragm,provide 2,Flat Blocking iper General Structural Notes)at all Unframed Sh,athing Panel LLB <br /> 2 SOB Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y,"Nails or Simpson WSV x9x2Yz"screws as follower. '^ <br /> 2+6 +6 IF."no,Edges 4"oc VQ <br /> DI (F) Framng,Reld 10"oc <br /> Boundaries,Blocking,Struts 4"oc `� <br /> t° See Drawings for othe hing r Sheat Nailing requirements. <br /> a V <br /> 2. Floor Framing shall be as indicated on plan.Refer to General Structural Noes fforother requirements. z , <br /> 0 <br /> ROOF FRAMING PLAN NOTES. z <br /> s cx 3. Roof Sheathing shall ts, thick fPaF.e_I Span Ra in�Faslen Sheathing to Frammg with 0.131"0 x :'Nails as tollows O Q <br /> SO6 i �� � 8 Frammg,Edges 6"oc � � <br /> S08 Framing, 1T'oc > <br /> ,.' Boundaries,s,Blocking,Struts 6"oc <br /> }6 ? - At Unframed Panel Edges,provide PSCA Framing Clips centered between as&Framing Member. L See Drawings tut other u <br /> -U"-LAP LOWER <br /> 2 Sheathing Nailing requirements. = J <br /> `y ''. +s <br /> ATE V-4"AND - LLI <br /> i TO FLAT 2x4 — At areas indicated as Blocked Diaphragm,provide 2x Fla[Blockng(per General StrucWral Notes)at all Unframed Sheathing Panel <br /> TWN STUDS \DBLISTF) Edgs. ming.Framing,Edg4S08 4+6 Boundaries,BSee Drawmgs forother Sheathing Nailing requirements.SYx%16Y2 GLB(DROPPED) 4 Root Framing shall be as indicated on plan.Refer to General Structural Notes.W �I CS76X3'-0"- 5. Trusses marked SW t shall be designed to accommodate the Ind-cated loads and connections w <br /> U PLATE TO PLATE Q. <br /> ko �� 6, Overframing Members shall be 2x4 @ 24 oc posted down to man framing below w/2x4 @ 46'oc,staggered,or as indicated by Me LU <br /> 'ALL'i J I r f 1 �E Z ry - LL tti1 Truss Manufacturer. O Q > <br /> NJ_i N ✓4N P IFIED O ---- r. J <br /> d, IN V� .Vim..-LI 0 3 N 7. Prov de soI d Flat Blocking at all Valleys Fasen Sheathing to Blocking m acrordance with Not,3. _/'� LL <br /> I - - m Q O y LLJ <br /> 8. Prov de H25A Clip each s de or TLOK6 Screw each ply all ply o,greater Girder Truss ends typ. O L.L. O <br /> O <br /> - m WALL FRAMING PLAN NOTES: tt ((�� <br /> ! 5 m 9. Extenor Walls shallbe Shear Wall type P1 6 with 2x6 Studs @ 16 oc u a n I.L (D <br /> ! (z)2x Sob Interior Walla shall bs 2x4 Studs @ 16 oc don. <br /> N z U <br /> TO PC22 27+ Adhere adjacent Shear Walls are'n comact na studs together per 3/S06 See 1/S06 fors stud requ remands at Shear Wall <br /> r+s - TO PO='.' +d• 5Yx12 GLB +s 'I- 'p 5Yx13Y GL8 + s p,cia s u O <br /> \ I RIM+/10 0 - (EXTEND TO CORNER) types Pt 3 P1-2,antl P2-2UJ <br /> — CANT. <br /> —0—. 5 - 10 Headers shall be 4x6,u o.n Se,Detail 13(SO6. <br /> ATTACH LOW ROOF— -IIY ATTACH LOW ROOF Al _ _ _ _ <br /> DIRECTLY TO RIM lF L _�. DIRECTLY TO RIM J 't Bula up Stud Groups in Walls supporting Beams Posts or rder T uses above shall be(2)Studs,u.o.n.See General Structural n <br /> BEAM PER 12/SO8.SIM I --- 3 L 5 F 1 SEAM PER 12/SOS,SIM END TRUSS 1-2 Notes for fastening requirements. <br /> �+ Q <br /> P1-2 <br /> (2)2x6 W/HUC26-2 ! I� 2 4 f 1- (2)2x6 (2)2x6 W/HUC26-2 6 PER 12, See 10/SO6 for Svnpson to USP hard...converswn[able. LL <br /> TO POST II dl SS r @ 24 TO POST S08 13/SO7 Q' <br /> — END Tr:; x4 RAFTERS @ 24"o, <br /> 2x FULL (2)2x6 W/HUC26-2 MONO TO END TRUSS <br /> l - LEDGER - TO POST TRUS ///��� 11 2x FULL DEPTH LEDGER LEGEND <br /> TIII I I 12tl EA-i hr @ 24"ocSES S09 W/(2)12d EA TRUSS VERT <br /> j VERT SO6 SO6 <br /> (RIGHT (TOP ONLY AT ENTRY SX X DETAIL CALL-OUT <br /> SIDE ONLY) DOOR,EXTEND FULL <br /> LENGTH OF EA. <br /> SHEAR WALL) P1-X J SHEAR WALL BELOW PER SCHEDULE OF 1/S06 m <br /> I � � <br /> EXTENDED FRONT PGRtL r rJN_ELEV.'E' BEARING OR SHEAR WALL BELOW <br /> L___] BEARING OR SHEAR WALL ABOVE a <br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) I I <br /> Q cNi <br /> N <br /> POST BELOW <br /> w <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE -.-..L--�.......i._._ <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 S4 B <br /> I <br />