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L9 =G <br /> EN G"z <br /> LLl r wa <br /> ax:L <br /> = <br /> r_I_ <br /> �o <br /> m <br /> Wz; <br /> a. <br /> 1 0 s <br /> ( <br /> fat 0e� <br /> 1 <br /> Lull 11 FLOOR FRAMING PLAN NOTES: , _ _ <br /> S09 1. F�Sheathing shall be:'Ihick 9G IPanef Span Rating 46/24)with long dimenswn perpendicular to support.—i.Glue Sheathing <br /> to all Framing Members and Blocking below with adhesive conforming to A.P.A.Specifcelion AFG-01.Fasten Sheathing to I— <br /> _ Flaming with 0.131"0 x 2Y"Nails or Simpson WSV#9x2Yx"screws as follows: <br /> WALL SHTG Framing,Edges 6"oc <br /> I III<u - CONT.THRU Framing Field 10"oc <br /> u J CORNER -___ Boundanes,Blocking Struts 6'oc <br /> to I it - <br /> Etareas indicated as BIo�Ged D'ap 9aagrm,prav0 92W Flat Blocs.ng(per General Structural Nolesl at all Unframed Sheathing Panel �f W <br /> Fasten Sheathe to Framing d Blocking with 0.131"0 x 2Y Nails or Sxnpson W5V#9x2Y'Screws as follows. L UI <br /> Framing,Edges I 4"oc 1 Q <br /> (2)CS16x3'-0" Framing Feld 10'oc �1 <br /> EA BEAM TO EA. I See Drowrn9s rorr Othe Sheathing n9 Nailing regutB 4'ocs <br /> PLATE wremen <br /> Z " <br /> - I1-4-)- - - i� I 78 I 18 2, Floor Framing shall be as irW'caletl on plan Refer to General S to al tholes for Other raga ents. t <br /> 509 Z <br /> SOB LOW <br /> TRUSSES i ROOF FRAMING PLAN NOTES _.16; Fasten Sheath ng to Framing 'lh 0.131"0 x 2/N its as follows: O_ <br /> 24"oc I 3. o Sheathing shall be Ih ck(anellSSpa,Rating 2a <br /> Framing Edges 6 oc Q <br /> ALL FHAMIN d I I ALL FRAMING OR HARDWARE w Framing Field 12 oc 7 <br /> NQT SHtJWN ul p I n NOT SHOWN OR SPECIFIED a m Boundaries,Block ng,St uts 6'oc L <br /> TO REMAIN UNt hlANti_ X I n To REMAIN UNCHANGED tt��O I I AI Unframed Panel Edge p itle PSCA Fram ng Clips cfrifHeti between each Framing Member.Bee�fawings for oher <br /> O r t Sheathing Nailing ragwremants. W J <br /> ud O I. w <br /> - - z _ W 4 At areas iMmaled as Blocked D-a nr tle 2x Flat Blocking General Sbuctuml Notes,at all Unnamed Sheathing Panel <br /> _ p agnt pious g(par g <br /> 6_ui I'ER l4 D GLB PER S64 W Edges.Faster Sheathing to Frami g and Bbrdting with o.131"O x 2Y"Nails as folbws: Q <br /> L <br /> HHt Fi50/10 i' m Framing.Edges 4"oc — <br /> ¢ framing,Field 12"oc <br /> 7 I 8o ntlaries,Blocking,Struts 4"qc <br /> j, Sea Drawings for other Sheathing Nailing requirements. <br /> 4. Roof Framing shall his as Indicated on plan.Refer to General Structural Notes. <br /> 12 5. Trusses marked Shut shall be designed to accommodate the ind sated loads and connections. z <br /> SOB W <br /> --.. --- � <br /> 3Gc, II .. LL. <br /> r d or :.ndxzted o me W <br /> 6. Dvadraming Mantbers shall be 2,4 Q 24 oc posted down to main framing below w/2x4 Q 46"oc,Nagge e a y <br /> Truss Manufacturer. O <br /> J <br /> W <br /> 7. Police sOad Fill Black t9 at all Valleys.Fasten Sheallung to Blocking'n ac<Ortlance w Ih thole"s. O lL <br /> Prov Ee H2.SA Clip each side or 7 LOK6 Screw each ply at 2-ply or greater Girder Truss ends,tyu J U <br /> WALL FRAMING PLAN NOTES: - u— <br /> 9.�i'teror Wills else el� �l type P1ii with 2x6 Studs®1fi Oc u.o.n. <br /> __,.. Interior Walls shall be 2x4 Studs Q 16"oc,u.o.r. U <br /> :-- --.�.._—tti.\ �—�— - Wltare atltacenl Shear Walls are'n contact,nail studs loyeNzr per 31506.See 1/SO6 ror spec al stW regr rarne is a1 SI ear Wall � Z Z <br /> 11 types P1-3,P1-2,and P2-2. W O <br /> S09 10. Headers shall be 44,u.o.n.See Detail 13/506. Q U <br /> EXTENDED GARAGE OPTION-ELEV.'A' 1,, Buill-up Slud Groups in Wals support ng Beams,Posts or Grua,Tnlsses above shall be(2,Studs,u.o.n.Sea General Structural � Q <br /> Notaa for fa:tenn requirements. <br /> - --_. <br /> LL <br /> 12. See 10/SO6 for Simpson to USP hard...conve s On table. L <br /> 7 <br /> LEGEND <br /> SX.X <br /> DETAIL CALL-OUT <br /> k <br /> 1514 SHEAR WALL BELOW PER SCHCNULf OF 1I506 g <br /> op <br /> -I BEARING OR SHEAR WALL BELOW F <br /> f <br /> K <br /> W <br /> BEARING OR SHEAR WALL ABO`E l d <br /> (F) FLUSH FRAMED(BOTTOM FLUSH"BOTTOM OF FRAMING) � <br /> O N <br /> a <br /> POST BELOW <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 />