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C <br /> : <br /> W <br /> UO =0 <br /> tL— 4 <br /> as =_ <br /> Min <br /> s <br /> �A <br /> Eno to <br /> z a2 <br /> i <br /> ' .oFT"SBM1 <br /> 6 {� <br /> FLOOR FRAMING PLAN NOTES: <br /> 1. Flooring s a .thick (Panel pan Rating 48/24)with bn9 tlimenswn perpendicular to supports.Glue Sheathing <br /> to all Framing Membera entl Blocking below with adhesive conforming to A.P.A.Spec?cation AFG-01.Fasten Sheagting to <br /> Framing with 0.131"P/x 2Y"Nails or Simpson WSV#9x2y"screws as follows: �1 <br /> Framing,Edges 6"oc M <br /> Framing,Fielof 10"oc 00 _ <br /> Boundaries,Blocking,Salts 6"oc Q' <br /> 11 11 At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel <br /> e T <br /> SU9 d 7Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2 z"Nails or Svnpson WSV#94iz'screws as folows: 1 W <br /> Framing Edges 4"oc Q Framing Field 10"oc-6 W <br /> Boundanes,Blocking,Struts 4'oc <br /> 11 I 1..- 42 WALL SHTG See Drawings other Sheathing Nailing requirements Q <br /> \' WALL SHTG +g C7 <br /> F------ - -------- 0 NIT.THRU CONT.THRU 2. Floor Framing shall be as indicated on plan.Refer to General Structural Notes for olber requirements, z I <br /> CORNER P7� CORNER <br /> ROOF FRAMING PLAN NOTES: O 0 <br /> (2)CS 16x-d'-0 6x- (2)CS, 3'-0"- . Roo mg Sheat shallta''thick(Panel Span Rating 24/16).Fasten heathn)g to raining with 0.1 1" x Nails as ollows: <br /> BEAM TO EA. I I BEAM TO EA. I I Framing,Edges 6"oc J - <br /> PLATE LI PLATE 1.1 Framing,Field 12"oc Q <br /> 12 I I 12 LOW ROOF Boundaries,Blocking,Struts 6"oc W <br /> SO$ SDB TRUSSES At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for he, of <br /> I.I m g I @ 24"oc Sheathing Nail'mg requirements. —7 <br /> LOW ROOF At areas indicated as Blocked Diaphragm. de 2x Flat Blocking W <br /> U 6 I1 ( (7 d III p gm,provi g(par General)lows: Notes)al all Unframed Sheathing Panel <br /> xr rL I I TRUSSES_ m a 1, ti Etlges.Fallen Sheathing to Fra <br /> O 24 of O ming entl Booking with 0.131"B z 2Y"Nails as folows: m <br /> 01 1 F Framing,Edges 4"oc <br /> -- '"1I o Framing,Field 12"oc <br /> HHUS5.50/10 I I �'.f HHUS5.50/10 1 1 w ii Boundaries,Blocking,Struts 4"oc <br /> \ I�- J See Drawings for other Sheathing Nailing requirements. <br /> GLB P 504 y I - GLB PER SO4 I m <br /> I cal 4. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. <br /> I t6 5. Trusses marked Strut shall be designed to accommodate the'mdicaled loads arM connections. W <br /> ALL FRAMING OR HARDWARE AT )0T 509 6. Overr amin Members shall be 2z4 24"oc posted down to main hamv, below w/2x4 4 d or indicated <br /> ALL FRAMING OR HARDWARE B oc.staggered, asb the LV <br /> < II C 9 Q Po 9 @ 99Y <br /> L1W <br /> o f u NOT SHOWN OR SPECIFIED I �� NOT SHOWN OR SPECIFIED Truss Ma u act rer. <br /> TO REMAIN UNCHANGED ill TO REMAIN UNCHANGED O <br /> 7. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Notes. O : W <br /> I ILL <br /> 0 8. Provide H2.SA Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. <br /> i a WALL FRAMING PLAN NOTES: LL., (I7 <br /> I I/ x10 T Exterior Walls shallbe Shear Wall type PI-6 with 2x6 Studs Q 16'oc,u.o.n. <br /> ... Interior Walls shall be 2,4 Studs 16"oc u.c.n, <br /> �- Where adjacent Shear Walls are in contact,nail surds together per 3/506.See'IISOB for special stud requirements M Shear Wall <br /> 2f6, .. -.. +s P O <br /> \ _ types Pl-3 Pt-2 and P2-2. <br /> 11 11 10 Headers shall he 4x6 u.o.n.Sae Detail 13/Sl�. LU <br /> ______ __J sos U <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. Q <br /> 12. See 10/SO6 for Simpson to USP hardware co...rsion table. :5 LL D <br /> 3-CAR GARAGE OPTION-ELEV.'B' EXTENDED GARAGE OPTION-ELEV,'B' LEGEND <br /> SX.X <br /> DETAIL CALL-OUT <br /> P1-X SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 <br /> r l BEARING OR SHEAR WALL BELOW rn <br /> Hg <br /> K <br /> BEARING OR SHEAR WALL ABOVE 6 <br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) W do�t1 <br /> QQ r7 <br /> 0 <br /> POST BELOW <br /> W <br /> I PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HOR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 SO4.1 B <br />