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O <br /> O <br /> F� <br /> �J <br /> m N <br /> Z <br /> Q <br /> Q I e <br /> a =_ <br /> Wm <br /> Q. <br /> 1 s <br /> s0a sos <br /> 41G b _ 10. U <br /> +S <br /> —ADJUST SPACING AS REO'D <br /> L <br /> 14 I. FOR PLUMBING,TYP.(SEE Z ass <br /> Soo (I A6 FOR PLUMBING DROP r��yt�yj <br /> DIMENSIONS) ^ 7a- <br /> LL <br /> 2 m.. W <br /> SOB 2x12 HF82 w <br /> Q 19.2"oc,TYP. L S21o, 9 <br /> TYP UNO S08 T. <br /> V2 z12 GLB(F) \ <br /> A HHUS5.50110 <br /> +Q 4 X72(F) 2 >UWI..11 <br /> S08 <br /> N = <br /> IT LAP LOWER o 3 FLOOR FRAMING PLAN NOTES: a pan Rating 48/24)with Ian dimans on 1. loon Sheathing shall be'/.tuck TBG an 1 g perpentl¢ularro supports Glue Sheathing <br /> -f I_..ITE 1'-4"AND 308 t. to all Franung Members and Block ng below with adhes ve conform ng to A P ASpeafradon AFG 01.Fasten Sheathing to TO FLAT 2x4 m ?`o+ 'If Frain ng with 0.131 0 x 2Y"Na'Is or Simpson WSV#9x2)suews as follows. �\ <br /> L, ,.WN STUDS 1r �' Framing,Edges 6"oc m 0r <br /> 4x12(F) Framing,Field 10'oc LL <br /> u 1 Boundanes,Blacking,Struts 6'oc iY <br /> p - I At areas indicated as Blocked Diaphragm provide 2x Flat Blocking(per General Structural Notes)at all Unframed Steaih ng Panel Lf,f <br /> ;� _ Edges.Fasten Sheathing to Framing and Blocking with 0.131 0 x 2h Nails or Simpson WSV inini screws as follows:11 m a (2)2x6 p1.1 Framing,Edges 4"oc Q <br /> Framing.Field 10"oc �. <br /> m 81 <br /> Boundaries Blocking,Struts 4'oc �� Q <br /> u. See Drawngs fi r w,r Sheathing Nailing requirements. 0 <br /> O <br /> 3i 2. Floor Framing shall be as indicated on plan Refer to General Structural Notes for other requirements. i <br /> ROOF FRAMING PLAN NOTES O Z <br /> ,y}`o 3. Roof Sheathing shall be ts'thick(Panel Span Rating 24116).Fasten Sheathing to Framing wfth 0.131"0 x j Nails as follows: 0_ <br /> Framing,Edges �— <br /> Framing,Field 12"oc Q <br /> Boundanes,Blocking Struts 6"oc z <br /> 5 ry HU212- ry+ro 4 A), At UnL-amad Panel Edges provide PSCA Framing Clips centered cam-,each Framing Member See Draw,gs for other LL) <br /> -0"LAP LOWER SOB 2 r� nr p 508 /trj <O SheatNng Nailing a (3).12(F) CS16X3'-0"- g regmremams W J <br /> TOP ._.1TE V-4"AND _ a/-10'-6" Sy�d 5 GLB(DROPPED) PLATE TO PLATE w <br /> ATTA,; TO FLAT 2X4 At areas Ind sated as Blo ked Diaphragm provde 2x Flat Blocking(per General SWctural Notes)al all Unfra metl Sheathing Panel <br /> BLKG c-WN STUDS Edges.Fasten Sheathing to Framing and Blocking wish 0.131"0 x2)',"Nailsas follows: m <br /> --- - HHUS5.5o/10 Framing,Edges 4"oc <br /> 13 Framing,Fiedl 12"oc <br /> S00 9 HTS3 S08 SIM Boundaries,Blocking,Struts 4"oc <br /> ALL FRAMING OR HARDWARE See Drawings for other Sheathing Nailing requireents. <br /> NOT SHOWN OR m <br /> SPECIFIED MONO u <br /> TO REMAIN UNCHANGED TRUSSES qj I 4 Roof Framing shall be as indicated on plan Rater to General 3tro-ral Notes <br /> 24"Oc N 5 Trusses marked Strut shall be des gned to accomm.data the Indicated loads arid!connections. �J w <br /> HORR. s ve O 0—ing Mem rs be shall be 2.4 24 be (� W <br /> I EA,SIDE BEAM'. (2)2x6 Truss Manufaurer. °� P�tatl tlown to rna n framing below w/2x4 @ 48"oc,staggered,or as indicatetl by the �O � ; <br /> IX <br /> ATTACH LOW TO PLATE <br /> _JJJ <br /> I� ? ROOF TO BEAM m I 0 I ? U212 2 11 7. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Note 3. O W PER 11/SO8,SIM A N ?+S ry+lo BOB HU412 6. Provide H2.5A Chip each side or TLOK6 Screw or greater G Tru ew each ply a12-1 LL <br /> -y lfm (MAX) irder ss ends,typ. J O <br /> i <br /> It <br /> CONT.4x12(F) WALL AMING PLAN NOTES <br /> 6 9 —nor Walls shall be Shear Wall type P1-6 with 2x6 Studs @ 16 oc u a n. <br /> \`ZGxp P7-2 22X66 _ Interior Walls shall be 2x4 SW us@1alo ua.n. A' 7 (� <br /> COMMON TRUSS. - (2)2X6 W/ "--''- — — — Where atl t Shear Wads are-n contact nail studs together per 3/S06.See 1/SW for special stud requirements at Shear Wail I..b <br /> 5Yz15 GLB 3,P1 <br /> HUC26-2 COMMON TRUSS types Pt 3 P1 2 and P2-2. w ^� O <br /> (2)2x6 Al 11 MONO TO POST (2)2I N RgISED HEEL 1 10. Headers shall be 4x6,u.o n.See Detail 13/S06. G <br /> HUC26-2 COMMON TRUSS S09 S08 U <br /> TRUSSES a, MONO TRUSSES <br /> TO POST 1 GABLE END TRUSS <br /> Ld 24"oc � �2404 17. Built-up Sfud Groups in Walls supporting Beams.Posts or Girtler Trusses above shall be(2)Studs,u.o.n.Sae General Shuctural <br /> (2)2x8 W/ SOB <br /> (2)2xfi HUC26-2 � 8 11 Notes for fastening requirements <br /> SHTG LEDGER S09 <br /> GABLE END TRUSS I TO POST S06 809 PER 13/S08 12. Sae 101s06 for Simpson to USP hardware conversion h � U)ole. — <br /> __—..._.....A........__ �- (RIGHT SIDE ONLY (2) W/ W <br /> `-SHTG LEDGER EXTEND FULL LENGTH HUC26.2 D <br /> 16 PER 131SO8 : OF SHEAR WALL) TO POST <br /> Sos LEGEND <br /> I <br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' j szz DETAIL CALL-OUT <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> or <br /> ( l BEARING OR SHEAR WALL BELOW N <br /> t <br /> g <br /> BEARING OR SHEAR WALL ABOVE <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W poi <br /> O P <br /> POST BELOW G <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 1/4''=T-0• 0 1 2 4 8 1s SO4B <br />