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O <br /> 0 <br /> �a <br /> v� <br /> W, <br /> s iG <br /> N o v <br /> to u W Z <br /> O > 1µyn <br /> Iy2 i W <br /> Q a �� <br /> a =_ <br /> m <br /> 1 8 <br /> SOB SO6 <br /> 4 Q _- <br /> 2 <br /> ohs ti' b <br /> F s <br /> ADJUST SPACING AS Iti (� <br /> III <br /> 14 FOR PLUMBING,TYP.(SEE <br /> SOB A6 FOR PLUMBING DROP <br /> DIMENSIONS) n; <br /> 2St <br /> S08 <br /> 2x12HF#2 LOI I I LL. <br /> @ 19-2"oc,TYP. 9 <br /> N <br /> LUS210, <br /> TYP UNO SO6 <br /> 5Y2 x12 GLB(F) <br /> z OFT <br /> HHUS5.50/10 I' ry I p <br /> ZFy I x12(F) ti v - Or <br /> � <br /> 2 <br /> .G'LAP LOWER a 3 FLOOR FRAMING PLAN NOTES. <br /> T P 1_:{TE 1'-4"AND 1 Floor heathNg shall be/.Mltlk T8G(Panel Span Rahng 46/24)w th long tlnmens on perpend cular W supports.GWe Sheath <br /> %,Tl I TO FLAT 214 Jm d� SOB o- to a9 Frain ng Members a d B 1.ng bebw with adhes ve conforming to A P ASPec ficafion AFG-01.Fasten Sheathing to ing <br /> Sl.,o 71WN STUDS +r. `t• F n <br /> naming w gt 0 131"0 x 2Yz'Nails or Svnps n WSV#9x2Y screws as follows: �1 <br /> FramingEdges r 6'oc M <br /> a 4z12(F) Framing,Field 10 oc <br /> 00 Boundaries Blocking,Struts 6 oc <br /> LL <br /> kO -- At areas rill sated as Blacked Dlephraghn Provide 2x Flat Blocking(per General Structural Notes)at it Umni d Sheathing Panel W <br /> F G (2)2x6 Edges.Fasten Sheathing to Framing am Blocking with 0,131 0 x 214'Nails or Sim WSV k9x2 z"screws as follows: <br /> 1- a co <br /> aw @ P1 a Framing,Edges 4.oc pson <br /> LLry <br /> Framing,Field 10"oc Q <br /> 8 Boundaries,Blocking,Struts 4"oc `� <br /> Z U See Drawings for other 0 Shealhin9 g Nailin Q 3 <br /> requirements. <br /> 2. Floor Framing shall be as intlicated on plan.Refer to General Structural Notes for Q other requirements. <br /> ROOF FRAMING PLAN NOTES: Z <br /> O <br /> } oe Shea mg Shallbe is'luck(Panel Span Rating 24 16).Fasten Sheathing to Framing with 0.131"0 O x "Nals as follows: <br /> ry 3. <br /> Fran ng,Edges 6'oc 7 <br /> Framing Field 12'oc L Q <br /> 5 ro t kv�r HU212- e 4 A Boundanes,Blotting,Struts 6 oc <br /> C 1 .0"LAP LOWER S08 Q P N (3)2X12(F) P S08 �4 r( At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framin Member.See Drawi W <br /> TOP,.!ATE 1'-4"AND 92 CS16x3'A"- g cgs for omen W <br /> �/-10E" x15 OILS DROPPED Sheathing Nailing requirements. t ' 1 J <br /> ATl,-,,':I TO FLAT 2x4 -- (DROPPED) PLATE TO PLATE At areas indicated as Blocked Diaphragm,provide 2.Flat Blocking(per General Structarel Notes)at all Unnamed Shear,g Panel a j W <br /> ftLKG (WN STUDS g Framing and Blocking with 0.131"0 x?Jz"Nails as follows: a <br /> - - HHUS5.50/10 Edges.Fasten Sheathing to <br /> i6 Framing,Edges a"oc <br /> Framm Field 12'Oc <br /> ALL FRAMING OR hIARGWAkE 0 13 eountl nes,Blockin <br /> NOT SHOWN OR SPECIFItG ATTACH LOW S08 g,SWts 4'oc <br /> TO REMAIN UN(,HANGEC ROOF TO BEAM m I see Drawings for othersheatnmg Nailing requ rements <br /> to cp <br /> --'- - PER 11/SOB,SIM I 4. Roof Framing shall be as indicated on plan Refer to General Structural Notes. <br /> I MONO END TRUSS ~ 5 Trusses marked Strut shall be designed to accommodate the mo caned loads and connections. W <br /> IHORIZ HT530C (2)2x8 y 6 Ovadraming Members shall be 2x4 @ 24'oc posted dawn to rnam Pram ng below w/2xq @ 49"oc,staggered,or as indicated b the W <br /> O n EA.SIDE BEAM O > <br /> TO PLATE s ggere y <br /> 2 I - I I) I HU212-2 Truss Manufacturer. <br /> ro 17 7 Provide$oil Flat Blocking at all Valleys.Fasten Sheathing to Blocking N accordance with Note 3. j W <br /> 7 2x 6 * +d, �,p+ SOB (MAX) LL <br /> 1- 6 -- —- .--- (2)2x6 s I (MAX) 8. Provide HL5A Clip each side or TLOK6 Screw each ply at 2-ply or greater G Girder Truss ends.typ, O L1� O <br /> CONT.4x12(F) ??, <br /> Ts WALL FRAMING PLAN NOTES. <br /> ''. P7-2 2 2x6 9 Exteno,Wan s shall be Shear Wall type 16 w ih 2xG Studs @ 1 0 <br /> - - — -- --- Interior Walls shall be 2x4 Studs@16ac uo.n c.ao.n. <br /> ' MOLL CD <br /> NO i (2)2x6 W/ - _.—_ _..... <br /> TRUSSES _ HUC26-2 5Xzx15 GLB <br /> 2 Wbere adjacent Shear Walls are in contact na I studs tagethei per 3/506.See 1/SO6 for Special Stud requirements at Shear Wall /�J/� <br /> H C 6 WI @ 24"oc 16\ TO POST RAISED HEEL 1 types P7-3,P1 2 and P2 2 O <br /> TO POST S05 - 1 (2)2x6 i� e 11 MONO TRUSSES S08 <br /> 10 Headers shall be 4x6,u.o.n.See Dahill 1Nsofr <br /> __ 8 @ 24"OC 11 Built-up Stud Groups N Walls supporting Seems,Posts or Girder Trusses above shall be(2)Studs I7 U <br /> (2)2x6 (2)2x6 W! S08 S09 1..1,E <br /> _ - TO PO 2 (2]2x6 W! u o.n.See General Structural <br /> TO POST - SO6 MONO 11 HUC26-2 Notes for fastening requirements. <br /> - �- -' RIGHT SIDE ONLY TRUSSES S09 LL <br /> TO POST 12. See 1o/S06 tar Sim 1 s( pson to USP hardware conversion table. L.L <br /> 1 EXTEND FULL LENGTH @ 24"oc <br /> s i OF SHEAR WALL) <br /> LEGEND � <br /> EXTENDED FRONT PORCH OPTION-ELEV.'A' <br /> DETAIL CALLAUT <br /> P7-X SHEAR WALL BELOW PER SCHEDULE OF 1IS06 F_ <br /> m <br /> 7 <br /> - BEARING OR SHEAR WALL BELOW m <br /> F <br /> BEARING OR SHEAR WALL ABOVE d <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) <br /> a <br /> POST BELOW <br /> W <br /> PT.LD. BLOCK THRU FLUOR FOR POST ABOVE W <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 t6 S 04A <br />