Laserfiche WebLink
o <br /> F <br /> �o <br /> W _ <br /> w ' <br /> a <br /> E0= x w S <br /> U <br /> IL <br /> o� <br /> win <br /> iT <br /> f� <br /> V r <br /> zux <br /> zl� <br /> QE 1nSL <br /> r C <br /> L N EW7" St'Y <br /> FLOOR FRAMING PLAN NOTES: <br /> as <br /> ing s a I :tick (Panel pan aling 48/24)with long dimanslon perpendicular to supports.Glue Sheathing <br /> to all Framing Members a no Blocking below with adhesive conforming to A.PA Specification AFG-01.Fasten Sheathing to <br /> Framing with).131"O x 2Y"Nails or Simpson WSV#9x2Y"screws as follows: <br /> Framing,Edges 6"oc w <br /> i Framing,Fi d 10"ocoo <br /> 11 Boundaries.Blocking,Struts 6"oc U— J <br /> �09 a S09 At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking iper General Structural Notes) t all Unframed Sheathing Panel w,n <br /> i <br /> Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y"Nails or Simpson WSV#9x2Y"screws as follows: V <br /> _ Framing,Edges 4"oc <br /> --_.P1__ _ 1 Framing,Field 10 oc Q <br /> n o-il. -- 6 Boundaries Blocking,Stints 4 oc �� <br /> WALL SHTG WALL SHTG 1Y See Drawings for other Sheathing Nailing requ remems. 0 <br /> CONT.THRU ----- - CONT.THRU / ______ V <br /> FIAT -- 2. Floor Framing shall be as intlicatad on plan.Refer to General Structural Notes for other requirements. <br /> CORNER "'-"-'—_ <br /> ---{P7_G_----- CORNER r <br /> (2)C516x3'-a"- P�—J ROOF FRAMING PLAN NOTES: Z <br /> BEAM-10 EA. "(2) 3'-0"- Sheol in shall ie thick(anal Span Rating 24/16).Fester Sheathing to Framing withh 0i51 B x 2)r Naik as follows OO EA.__ E LATE Framing,Edges 6"ocLOWROOF--- I I - Framing,Field 12"oc TRUSSES — 1'- \I Boundades,Blocking,Struts 6"oca24%. m^ S08/ At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other � LU <br /> (0 W I to o Sheathing Nailing mquiremems. T J <br /> m a N k1w ROOF I I f0 4 At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking y w <br /> p on <br /> I yg(per General Structural Notes)al all Unframed Sheathing Penal <br /> x K 24„� I_I'O Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y"Nails as follows: <br /> r Io Framing,Edges 4"oc <br /> Z HHU55.60/' '4 m II Framing,Field 12"oc <br /> a w L I oui <br /> z HHUS5.50/10 Boundaries,Blockin Struts I 4"oc <br /> mi GLB PEh Silo w I I GLB PER 504 See Drawings for other Sheathing Nailing requirements. <br /> 4. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. <br /> 0 S. Trusses marked Strut shall be designed to accommodate Ne indicated loads and connections. of <br /> ALL FRAMING OR HANL Vv — S� ALL FRAMING OR HARDWARE N z Y <br /> NOT SI10WN OR SPEI"IFIEi! S I.I 6. Ovadraming Members shall be 2x4 @ 24"oc posted down to main framing below w/2x4 Q 48"oc,staggered,or as indicated by the LL <br /> TO REMAIN UNi]HANGEE) I NOT SHOWN OR SPECIFIED Trusts Manufacturer. j <br /> TO REMAIN UNCHANGED %, Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Nate 3. O 1 W <br /> I I LL. <br /> * I rr III 8, Provide H2.6A Clip each side or 1-LOK6 Screw each ply at 2-ply or greater Girder Truss erNs,typ. O <br /> +6 s I WALL FRAMING PLAN NOTES: IJ l^ <br /> 4x10= I 9. EMenor Walls she a Shear Wa 1 type £with luds 16"oc,u.o.n. I.i v <br /> P1-6 - ��y ,�+6 Interior Walls shall be 2x4 Studs @ 16"oc,u.o.n. l <br /> l Where adjacent Shear Walls are n correct nail studs together per 31SO6.See VS06 fors I stud re ' <br /> types P1-3 P-1 2 and P2-2. Pella requirements at Shear Wall '1 ' <br /> W 0 <br /> L <br /> —' 10. Headers shall be 4x6,u o.n See Detail 13/SO6. —`sos _ ry soa L_ ————— —' Q <br /> 11, Built-up Stud Groups In Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural _ <br /> Notes for fastening requirements. L1� L(`L/ <br /> 12, Sae 10ISOB far Simpson W USP hardware conversion mble. 1 r L_ <br /> LL ct <br /> EXTENDED GARAGE OPTION-ELL, 3-CAR GARAGE OPTION-ELEV.'A' LEGEND <br /> SX.X <br /> DETAIL CALL-OUT <br /> Q <br /> SHEAR WALL BELOW PER SCHEDULE OF 1IS06 <br /> BEARING OR SHEAR WALL BELOW N <br /> H <br /> BEARING OR SHEAR WALL ABOVE Wo- <br /> IF) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) w col <br /> O a <br /> POST BELO W <br /> PT.LD, BLOCK THRU FLOOR FOR POST ABOVE <br /> C <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 <br /> 16 SO AA(M) <br />