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G <br /> w <br /> f_O <br /> -r m <br /> Nm <br /> W' rz <br /> Q IT S O <br /> U6 wN <br /> M. 1 ? <br /> coy <br /> UI <br /> a 3: <br /> zw <br /> �2 <br /> Oo <br /> min <br /> n <br /> �8 s <br /> z <br /> Ssc� <br /> 568a r� <br /> a _ <br /> 1.1 11 FLOOR FRAMING PLAN NOTES: <br /> ESOP S09 1�oo�r Sheathing shallhih ane6 I Span Rating 46ft4)with long tlimension perpendicular to supports.Glue Sheathing <br /> to all Framing Members and Blocking below with adhesive conforming to A.P.A.Specilication AFG-01.Fasten Sheahing to I— <br /> — { } `I WALL SHTG Fre b <br /> m�g w'F aming,Edges ells or Simpson W56 o <br /> WALL SHTG W x24"screws as follows: �M� _ <br /> - _"- -- CONT.THRU Framing,Field 10"oc CDWONT. HTG <br /> — U <br /> CORNER CORNER s Boundaries,Blocking,Struts 6"oc <br /> 42Xs 6 AI areas Indicated as Blocked Diaphragm,provide 2x Flat Blocking(par General Structural Notes)at all Unframed Sheathing Panel z UJ <br /> Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y"Nails or Simpson WSV flgx2Y"screws as follows: UI <br /> Framing.Edges 4"oc 1 Q <br /> (2)CS16xT-T-- (SEAM x3'-0" Framing,Field 10"oc �1 <br /> BEAM TO EA. BEAM TO FA. I Boundaries,Blocking,Shuts 4"oc `'� Q <br /> PLATE I PLATE See Drawings for other Sheathing Nailing requirements. z <br /> 2. Floor Framing shall be as indicated on plan.Refer to General Structural Notes for other requirements. r <br /> S09 LOW ROOF S09 O Z <br /> ROOF FRAMING PLAN NOTES: <br /> TRUSSES I oof Sheathing she a re thick(Panel pan Rating 24/16).Fasten eallNing to Framing with 0.131"0 x _'Nails as o ows: O_ <br /> ®24 oc I Framing,Edges 6"oc z I— <br /> ALL FRAMING RSA HRDWARE' a I ALL FRAMING OR HARDWARE w Framing�Fleltl 12"oc Q <br /> NOT SHOWN OR SPECIFIED a m Boundaries,Blocking,Struts 8"oc z <br /> NOT SHOWN OR PECIFIED m p n m a m W LLJ <br /> J <br /> TO REMAIN UNCHANGED_ J1 TO REMAIN UNCHANGED 0-I I At Unframed Panel Edges,provide PSCA Framing Clips centered belwnen each Framing Member.See Drawings ror oNer <br /> N O O y N ?j O Sheathing Nail ng m requ reents. W_ 2 At arearr nficared as Blocked Diaphragm,provide 2x Flat Blocking(per General SW aural Notes)at ell Unframed Sheathing an. <br /> L GLB PER 504 W 0- Edges.Fasten Sheathing to Framing and Blocking with 13.131"0 x 2Yz"Nails as follows Q <br /> GLB PER 504 L Ld <br /> Framing,Edges 4"oc <br /> LOW ROOF HHUS5.SA110 m <br /> HHUS5.50I10 I' ,_ n <br /> TRUSSES ¢ I Freming,FieB 12"oc <br /> I( Boundares,Blocking,Struts 4"oc <br /> Q 2a"oc <br /> I See Drawings for ogler Sheathing Nailing requirements. <br /> 4, Roof Framing shall be as Indicated on plan.Refer W General Structural Notes. <br /> LLJ <br /> 12 12 5. Trusses marked SWl shall be designed to accommodate the Indicated loads and connections. Z <br /> B D6 <br /> SOB <br /> d b me W <br /> 6. T use anuf Members shall be 2x4 Q 24"oc pasted down to mein framing below w/2x4 Q 48 oc,staggered,or as intl'cale Y , ) > <br /> I I Truss Manufacturer. V <br /> I I 7. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Note 3. O LL <br /> Ikl� 92X6 B. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,lyp. Q <br /> WALL FRAMING PLAN NOTES: 1 V <br /> ;I 9, Edrlor Wellsc a ear Wall typeYT-6wli>I 2 65iu� I oc u.o.n, <br /> Interior Walls shall W 2x4 Studs Q it <br /> _. <br /> Where adjacent Shear Walls are in contact nail studs together per 3IS06.Sea 1/SW for spade)stutl requirements at Shear Wall � � O <br /> 11 types P11 3 Pi 2 and P2-2. <br /> S09 <br /> (All <br /> � 10. Headers snail be 4x6,u.o.n.See Detail 13/508. � // <br /> �. 11. Built-up Stud Groups in Walls suppoNng Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural \o` Q <br /> 3-CAR GARAGE OPTION,-ELEV.'A' EXTENDED GARAGE OPTION-ELEV.'A' Notes for fastening requirements. <br /> 12, See 10/S06 for Simpson to USP hardware conversion table. <br /> 7 <br /> LEGEND <br /> SX.X <br /> DETAIL CALL-OUT <br /> k <br /> �P7-k 1 SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 go <br /> go <br /> m <br /> 0 BEARING OR SHEAR WALL BELOW � <br /> m <br /> [___] BEARING OR SHEAR WALL ABOVE R <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) W o <br /> Q N <br /> POST BELOW <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 SO4.1 A <br />