Laserfiche WebLink
. W <br /> N� <br /> L9 30 <br /> �61 a G z <br /> w � _ <br /> 2C n <br /> W <br /> =2 <br /> G~ <br /> mm <br /> P <br /> C <br /> 1 <br /> sot SOB <br /> _._ .._.. _ r G <br /> m <br /> 4x10 .1... 4 b a - <br /> ADJUST SPACING AS REO'D I W <br /> FOR PLUMBING,TYP.(SEE t4 W# <br /> A6 FOR PLUMBING DROP S08 7, <br /> DIMENSIONS) <br /> 2 [ZI]rt <br /> I% L19.2'oc,TY'P. SOB <br /> C�0 2x72 HIF 42 <br /> 9 LUS210, 1 <br /> S08TUNOj�,H2S08CS`16x6'-O"LAP LOWER FLOOR FRAMING PLAN NOTES: <br /> i. loot eathing s ai ba:thick 8G(Pan pen Rating 4B124)with long tlimensbn perpentliwlar W Supports. lue Sheathing <br /> TOP PLATE 1'-4°AND to all Framing Members and Blocking belowwkh adhesive contonning to APASwoificaaonAFG-01.FastenSheathingtoATTACH TO FLAT2x4 Framing with 0.131"0 x 2Y,"Nails or SimpsoBLKG BTWN STUDS Framing, dges 6"dc co LL <br /> ~Ia JJ� Boundaries,Blocking,Struts 6"oc LimAt areas indicated as Blocked Daphragm, rovide 2x Flat Block ng e(General Structural Notes)at all Unframed Sheathing Panty <br /> _ -__ m <br /> W g Framing and Bbckmg with 0.131 0 x Nails or Simpson �w1� <br /> P1-4 — -- (2)2x6 _ Edges.Fallen nning,ng to Fra pson WSV#9x?Y"screws as follows. z <br /> g hl4 �a Frammg Edges 4'oc Q <br /> II Framing Field 10'oc Of <br /> I Boundaries,Blocking Struts 4"oc `./ l<�r� <br /> SOB Z V Be.Drawings for other Sheath ng Nailing requ rements t/ <br /> uIII p 3 2. Floor Framing shall be as indicated on plan Refer to General Structural Notes for other requirements, Z <br /> OROOF FRAMING PLAN NOTES' Q <br /> ''`o2+d3. RoofSheathing shall be rs Ic,(Panel Span at ng�asteri heathing to Framing with 0.131" z "Nails as follows: <br /> Framing,Edges 6"oc z Q <br /> - _ Framing Field 12 oc I Z W <br /> > <br /> O _4 Q - HU y . 5 Boundanes Blocking,Struts 6'oc <br /> SOB Al Unframed Panel Edges provide PSCA Framing Clips centered between-i Framing Member.See Drawings for other J <br /> GS16x3'-0"- alti 6 ( i rts CS16x6'-O"LAP LOWER Sheathing hating requirements. w <br /> PLATE TO PLATE 6Yx GLB IOROPPED) -- _ TOP PLATE 1'-4"AND <br /> ATTACH TO FLAT 2x4 At areas indicated as Blocked Diaphragm provide 2x Flat Blocking par General Structural Notes)at all Unframed Sheathing Panel J m <br /> BLKG BTWN STUDS Edges.Fasten Sheathing to Framing and Blocking wish 0.131 0 x 2Y'Nails as follows: <br /> 6D 10 Frammg Edges 4"oc <br /> 13 11 Framing,Fieltl 12"oc <br /> S08 S09 Boundanes,Blocking,Struts 4'oc <br /> - ALL FRAMING OR HARDWARE See Drawings for other Sheathing Nailing requirements. <br /> v MONO NOTSHOWN OR SPECIFIED <br /> I'. I m TRUSSES TO REMAIN UNCHANGED 4 Roof Framing shall be as indicated on plan Refer W General Structural Notes <br /> 24"oc LU <br /> N 6 Trusses marked SIlul5ha0 be designed to accommadale the'nd'caleU loads antl con tecaons. 7 <br /> ��rrON'_HTS30C <br /> EA iOE BEAM rid' — fi. Ovedraming Members shall be 2x4 Q 24 oc posted down to main framing below wl 2,4 Q 46 oc staggered or as indicated by the w <br /> (2)2x6 O PLATE Truss Manufacturer. Q <br /> U21n I_ uf ATTACH - I 7 Provide sold FltBl <br /> ij II ROOFTOBEAM �� ckln9 at II V II Y F& She yh'9 t B ck 9 cod ih thole 3. LL <br /> w y„ * PER 111S08.SIM --_'`?• ,L9 6 C; <br /> WALL FRAMING PLAN NOTES. <br /> l 1 �CONT.4z1111(F) I�. (2)2x6 + (2)2x6 z was 1 } <br /> "1 <br /> ti 1 a b 2X6 - Interior <br /> or Wall shall a type u.n. oc u.o n rr nn <br /> Shear V U <br /> _ J :(2)2x6 <br /> Inlanor Walls shall be 2x4 Swtls QiG ocu.o.n.W/ COMMONTRUSS ,�5 x15 GLB -- — — WI1ele adaeent Shear Walls are in contact nailluds together per 3/SO6.See 1/S06 Wr special studrequirements at Shear WallCOMMON rrli HUC26-2 types Pl3 Pi-2 and P2-2 O24"oC MONO 11 (2)�W/ 10, Headers shall be 4x6,u o.n See Detail 131S06 <br /> S08 TO POST COMMON TRUSSMONO TRUSSES ry - ! TRUSSES S09 HUC26-2(GABLE END TRUSS TO POST Z4 (2)2x6 W/ 11 Built-up Stud Groups in Walls supporting Beams Posts or Girder Trusses above shall be(2)Studs,u.o.n.$as General Structural <br /> (2)2x6 Notes for fastening requirements. <br /> 509 Si LEDGER HUC26-2 _-- <br /> PER 13/SO8 ( c S06 TO POST GABLE END TRUSS 12 See 101806 for Simpson to USP hardware conversion table. Li Cl) <br /> (2)2x6 W! '��' (RIGHT SIDE ONLY <br /> HUC26-2 EXTEND FULL LENGTH SHTG LEDGER <br /> TO POST OF SHEAR WALL) PER 13/SO8 16 <br /> sae LEGEND <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' s z DETAIL CALL-.UT <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/806 <br /> m <br /> I BEARING OR SHEAR WALL BELOW v) <br /> k- <br /> f <br /> BEARING OR SHEAR WALL ABOVE <br /> (F) FLUSH FRAMED(BOTTOM FLUSH Wl BOTTOM OF FRAMING) W LOV <br /> / 0 N <br /> ® o <br /> II POST BELOW <br /> w <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE tr <br /> MDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 <br /> SO4B(M) <br />