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8 <br /> _�:l <br /> s� <br /> �m <br /> W >Z <br /> o =� <br /> aw �z <br /> _ d <br /> E_ > <br /> u3 <br /> Q' a JJ <br /> n cow <br /> __ <br /> o'' <br /> �°ENO Wz <br /> r <br /> W3 <br /> W• <br /> TnsyH� <br /> 6 Wp <br /> a 16 FLOOR FRAMING PLAN NOTES: <br /> 509� 809 1. loot Sheathing s all be/.'thick (ane pan sling 48124)witl,ong tlimenslon perpentlicu ar to supports. ue Sheathmg <br /> �y 1.all Framing Members and Blocking below with adhesive conforming to A.P.ASpecifcation AFG-01.Fasten Sheathing to <br /> Framing with 0,131"9 x 274"Nails or Simpson WSV#9x2 2"screws as follows: <br /> WALL SHTG JMONO <br /> —{-p1-�--=—- Framing,Edges 6'bcWALL SHTG Pt-6CONT.THRU —�--�--�-�-------- Fi ,Fild10"ocoo <br /> CORNER END TRUSS _ - CONT.THRU Boundaries,Blocking,Struts 6"oc <br /> CORNER MONO END TRUSS <br /> 92}6 p Al areas indicated as Blocketl Diaphragm,provide 2.Flat Blocking(per General Structural Notes)Aran Unframed Sheathing Panel <br /> I tBEAM <br /> Edge,Fasse Shlat in tes raming antl Blocking with 0.131"O x2W Nails of Simpson WSV#9x2}4"screws as follows 9 9 4'oFraming,Field 10ocCS -EA. 1Boundaries Blocking,St ruts 4'oc `/C516x3'-0M EA. g requlreme ts. Q <br /> SI TO _ ---- -- I See Drawings for other Sheathing Nan !n <br /> SIDE BEAM TO 7 V <br /> PLATE 11 PLATE i. 11 2. Floor Framing shall be as Indicated on plan.Refer to General Structural Notes for other requirements. ` 1 quiremen <br /> S09 I S09 ROOF FRAMING PLAN NOTES: O Z <br /> ELFING OR HARDWARE m I 3. Root Sheathing shall be&"thick(Panel Span Rating 24/16),Fasten Sheathing to Framing with 0A31"H x ,"Nails as follows. O <br /> OWN OR SPECIFIE� (�°w ALLFRAMING OR HARDWARE m fi I Framing,Edges 6"oc //'�MAIN UNCHANGED �a ----- — NOT SHOWN OR SPECIFIED wa I Framing,Field 12"oc V J Q <br /> O� TO REMAIN UNCHANGED ao I Boundaries,Blocking,SUuls 6"oc > <br /> ap O I At Unframetl Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other LLJ <br /> mean,n9 NailingJ <br /> V I r ON <br /> I MONO ROOF requ rements w <br /> 6y2x 16Yz GLB TRUSSES At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per Ganaral Stmctural Notes)mail Unframed Sheathing Pai T 6Yx16yz GLB TRUSSES P q y <br /> (DROPPED) Ire _ @ 24 oc — -_ L.I (DROPPED) @ 24"oc a Edges.Fasten Sheathing to Framing and Blodciny with 0 131 0 x 2y"Nails as follows <br /> L Framing Edges 4'oc <br /> HGUS5.60/10 — — — HGUS6.50f10 I B undad slela <br /> Blocking,Shuts 14"oc <br /> 12 I I See Drawings for other Sheathing Nailing requirements. <br /> S08 S 2 I 4. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. <br /> 5. Trusses marked Strut shall be designed to accommodate the Indicated loads and connections. W <br /> G Ovedrarnmg Members shall be 2z4 @ 24'oc posted down to main framing below w/2x4 @ 48"oc,staggered,or as indicated by the of <br /> III Trpse manufacturer. 0 Q w <br /> i <br /> T. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Note 3. 0 J W <br /> 1't'6 4 I 8. Provide H2.6A Clip each side or TLC KB Screw each ply at 2-ply or greater Girder Truss ends,typ. rL.1n� <br /> z}6 I.I U_ v <br /> 4,.10 WALL FRAMING PLAN NOTES: <br /> tenor Wells shall be hear all t with 2x6 Studs 16"oc,u.o.n. -- <br /> MONO END TRUSS MONIMTRUILS1 � ype P1Interor Walls shall be 2k4 Studs @ 16 oc u on Z U Where adjacent Shear Walls are in contact.na I studs together per 3/SO6.See 1/806 for special stud requirements at Shear Wall <br /> typesP.3,Pt-2,and P2-2. O1b -) 10, Headers shall be 44 u.o.n.See Detail 13/S06. <br /> — < U <br /> 11. Built-up Stud Groups in Walls supporting Be.—.Posts or Girder Trusses above shall be(2)Studs.u.o n.Be,General Structural <br /> Lr- <br /> Notes for fastening requirements. Q <br /> 12, See 10/S06 for Simpson to USP hand-.conversion table. L <br /> 3-CAR GARAGE OPTION=ELEV.'B' EXTENDED GARAGE OPTION-ELEV.'B' <br /> --..__.....--------- LEGEND <br /> XX DETAILCALI-OUT <br /> SX.X <br /> a <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> j <br /> 0 BEARING OR SHEAR WALL BELOW od <br /> F <br /> a <br /> _ ou <br /> BEARING OR SHEAR WALL ABOVE W <br /> — a <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) w o <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 B <br />