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0 <br /> a1 <br /> C I <br /> U� z ax <br /> IL� w3 <br /> o �-j <br /> a a wJ <br /> S= <br /> 0r <br /> m0 <br /> P <br /> C� <br /> 3/ 7,..GLB S-> <br /> i r <br /> ADJUST SI�.+CiNVA KEu'D-- a. <br /> FOR FLOMSING,TIP(SEE <br /> AB FOR PLUMBING DROPS SOBS <br /> �LL I z <br /> DIMEWSIONSI W <br /> `lQ) l _ SOB <br /> SOB -L 210 1 �' <br /> ilr UilIC a y <br /> of <br /> v <br /> 2 <br /> SOB FLOOR FRAMING PLAN NOTES: <br /> w CS76x6'-O"LAP LOWER 1. Floor SheatMng shall 6e':'thick T&G Panel Span Rating 48/24)with long dimension perps AFG-01to supports.Glue Sheathing <br /> l I �OF I: TOP PLATE V-4"AND to all Framing Members and Block ng[ebw with adhas ve conformng to A.P A.Speci(lion AFG-01.Fasten Sheathing to <br /> `�/✓�- - m ATTACH TO FLAT 2x4 Framing with 0131'0 x 2Y"Na Is or Simpson WSV#9x2Y,screws as follows <br /> .III . BLKG BTWN STUDS Framing,Edges 6'oc /'1r\ W <br /> { II �," Framing,Field 10'oc J <br /> 4 — I Boundaries Blocking,Stnrts 6'oc <br /> I O Al areas indicated as Blocked Diaphragm wov de 2x Flat Block ng(per General Structural Notes)at all Unframed Sheathing Panel (L(Un <br /> --- �_ - m u Edges.Fasten SheaN'ng to Frain ng antl Blocking w N 0131 m x 21z"Nails or S meson WSV#9x2Y."screws as follows'. z V i <br /> 1-0 o '2):x6 a ;n Framing,Edges 4"oc <br /> w Framing Field 10'oc <br /> Boundanes Blocking,Siru[s 4'.. '< <br /> raw SOB See D ngs for other Sheathing Nailing repo cements V,/P Z N 2 Floor Framing hall be as indicated on an Reter to General Structural Notes for other <br /> 0 3 g s W requirements, <br /> O Z <br /> 4 ROOF FRAMING PLAN NOTES. Q <br /> 3. Roof Sheathing shall be io thick(Panel Span Rating 24/16) Fasten Sneatli ng to Framing wih 6131'0 x �'Nails as follows' <br /> +e - Framing Edges 6"oc z Q <br /> Framing Field 12 oc <br /> O 3 (`Y/ rtU 1 i-oj. 5 At unfrumed oLmdah Bloektng,51nrts 6 oc z LLI <br /> j6 +S08 \�' // _ y SOB Panel 9 provide PSCq Framing Clips centered between each Framing Member.Sae Drawings for other J <br /> CS16x3'-0"-- Q&�T+ r 5 fd,� CS76x6'-0"LAP LOWER Sheaihing N'I'g eq nts Uj w <br /> PLATE TO PLATE \ SY,x1.,nLE DC UI , — I> /1 J' TOP PLATE 1'-4"AND <br /> ATTACH TO FLAT 2X4 At areas ind t d Blocked Diaphragm powde 2x Flat Block ng jpar General Structural Notesl at all Unframed Sheathing Panel J U <br /> BLKG STWN STUDS <br /> Edges Fasten Sheathing to Framing and Blocking with 0 131"0 x 2,"Nails-follows: <br /> �� 1 I-IHu„:i0f70 Framing Edges 4'oc <br /> Q ry\ti+6 ! 16 Framing Field 12'oc <br /> 73. 509 boundaries,Blocking,Struts 4'oc <br /> S68 ALL FRAMING OR HARDWARE See Drawi ngs for other Sheathing Na l ng requirements. <br /> i LL ATTACH LOW NOT SHOWN OR SPECIFIED <br /> _ i I N I I m N ROOF TO BEAM TOR N UNCHANGED 4 Roof From ng shall be as-ndicated on Wan.Rafe,to General Structural Notes <br /> PER 11/SO8,SIM <br /> O 5 Trusses marked SIM shall be designed to accommodate the indicated loads and connections. W <br /> i I HTS30CI ~ MONO END TRUSS II zelf <br /> EAM ?^ Z 6 Overfr—mg Members shall be 2x4 @ 24 oc posted down to man framing below w/2x4 @ 48"11,slaggeretl,or as Indicated by the `� <br /> Q`ry\rt} h I ' )f f22y, - EPATE 0 Truss Manufacturer. r/� <br /> leJ W <br /> Hu_1e-z- <br /> t ]. Provitle solitl Flat Blocking of all Valleys.Fasten Sheathing lo BWcking m accortlance w[h Note 3. � � <br /> S08% i <br /> _ ,0 <br /> (MAHLJ4 �/ 3_ 8. Provide H2 5A Clip each side or TLOK6 Screw each ply l2 ply w greater Order Truss ends hp. ' <br /> f6 ` 6' HUC46 TO POST r+ y a .:J O <br /> l 6 H.aX i CONT:4x12(F - (2)2x6 I(2)2x6 WALL FRAMING PIAN NOTES' >- <br /> ti �I — _ — --- — — -- 9 6 to @ ac eon _ <br /> — —� ' P Inver or wars snail be 2x4 Stu oc u o n <br /> VVJIII/// 6denor Is shall a hear R type 1-6wnh 2x ds 16' <br /> J _ _i „ - 1 ds@16' C� <br /> _-- (2)2x6 W/ -' __--- MONO TRUSS HUC46 Where aolacenl Shear Walls are in contact ha I studs logs per 3/ 6. a 1/S06 for s <br /> 5;=x15 GI TO POST i pedal stud repo remems al Shear Wall O <br /> HUC26-2 types P1 3,PI-2.and P2-2 <br /> 6AOIV0� TO POST UJ <br /> SOB TRUSSES _ 11 I ._ S09 MONO TRUSS p' 10 Headers shall be 4a6 u o n See Dena 113/SO6. U <br /> x <br /> 0 <br /> a'@oc 1 11 Built-up Stud Groups in Waile supporting Beams.Posts or Girder Trusses above shall be(2)Studs u.a.n.See General StrucWral <br /> SHTG LEDGEt ' SOB SHTG LEDGER rvoles for faatenhi isCK <br /> PER 131S08 -.-___- (2)2x6 grequ remen U <br /> PER 13/tiuF S06 MONO END TRUSS 12, See 10/S06 for Simpson to USP hardware converson tableLL <br /> (RIGHT SIDE ONLY <br /> EXTEND FULL LENGTH <br /> OF SHEAR WALL) 76 <br /> S09 LEGEND <br /> EXTENDED FRONT PORCH OPTION-ELEV.'C' sxz DETAIL CALL-OIJT 1 <br /> �a <br /> SHEAR WALL BELOW PER SCHEDULE OF 1IS06 <br /> Inv <br /> ( BEARING OR SHEAR WALL BELOW N <br /> F <br /> LY <br /> E___] BEARING OR SHEAR WALL ABOVE g- <br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) W o <br /> a n <br /> 0 <br /> POST BELOW <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE I. <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 <br /> SO4C(M) <br />