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C• <br /> F;v <br /> S� <br /> W <br /> z <br /> W— <br /> L)$J n> <br /> 41 <br /> Qi a �J <br /> a =w <br /> z <br /> oM <br /> min <br /> jum4 <br /> w < <br /> w- a <br /> r T:o <br /> r hF syry <br /> 0 <br /> FLOOR FRAMING PLAN NOTES: <br /> 1. Floor Sheathing shall be thick T8G(Panel Span Rating 48 4)wi long tlenension perpen icular m supports. lus$h—t irg <br /> to all Framing Members and Blacking below with adhesive conforming to A.PASWcifica6on AFG-01.Fasten Sheathing to <br /> Framing with 0.131"0 x 2Y2"Nails or Simpson WSV#94%"screws as follows: <br /> Framing,Edges 6"oc M <br /> Framing,Field 10"oc 00 <br /> Boundaries,Blocking,Salts 6"oc LJ_ W <br /> 'SD9 t m 11 At areas indicated as&oiled Dia h2 <br /> n. 2 S09 p gm.provide�2�Flat Blocking(per General S V onral NolesagUnews as follows:Sheathing Panel W <br /> Edges.Faslzn Sheathing to Framing and Mudd M 0,131"0 x 2Y"Nails or San WSV x^ <br /> Framing! <br /> Edges 4"oc V <br /> Pt-6 l ��--� Frain ng FIeId 10"oc <br /> Boundaries Blocking Struts 4"oc <br /> "rL WALL SHTG v2x6 WALL SHTG Sea Draw ngs for other Sheathing Na ling regwrements <br /> ----- CONT THRU CONT.THRU 2. Floor Framing shall be as ma sated on plan Refer to General Structural Notes for other requirements.CORNER <br /> z 1 <br /> CORNER <br /> P1-6 <br /> (2)CS16'x3'-0"-—1 ROOF FRAMING PLAN NOTES: O 0 <br /> BEAM TO EA. I I BEAM TO EA 3. Roo(Sheathing shall be m'thck(Panel Span Rating 24ttfi).Fasten Sbeathiy to raining with 0.131"O Nails as follows: <br /> PLATE I.) PLATE I I Framing,Edges 6"oc <br /> I•I Framing,Reid 12"a ~ <br /> 12 I I ' 12 I LOW ROOF Boundaries,Blocking,Struts 6"oc w <br /> 508 S08 III TRUSSES At Unframed Panel Edges,provide PSCA Framing Cgs centered between each Framing Member.See Drawings for other T I U <br /> m Q I II1 d I.I @ 24"' Sheathing Nailing requirements. nil_ J <br /> W a'III TRUSSESF d I I `N At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at ail Unframed Sheathing Panel W <br /> a0 I 124'a< N Ed es.Fasten Sheathin Ip Framing antl Blockin <br /> m pa I ' g 9 g with 0.131"0 x 2Yz"Nails as follows: Q <br /> a'a III N 0 iI I F Framing,Edges 4"oc <br /> Framing,Field 12"oc <br /> HHUS5.50110— z I HHUS6.50110 1, w a Boundaries,Blocking,Struts 4"oc <br /> GLB PER SO4_ �j I a GLB PER SlM_ �I I I w Be.Drawings for other Sheathing Nailing requirements. <br /> —i m --ff <br /> I ` i 4. Roof Framing shall be as Indicated on plan.Refer to General Structural Notes. (`-- <br /> 5. Trusses marked Strut shag be designed to accommodate thz indicated loads and connections. W <br /> i6 G <br /> ALL FRAMING OR HARDWARE] �'T I y'l S09 W <br /> NOT SHOWN OR SPEGFIED I I CO ALL FRAMING OR HARD WARE I I O s. Overtraming Members shall be 2,4®24^oc posted dawn-man framing below wi 2xa 48'oc,staggered,or as indicated by the <br /> NOT SHOWN OR SPECIFIED I I Truss Manufacturer. O J > <br /> TO REMAIN UNCHANGED I TO REMAIN UNCHANGED _J <br /> -J I I l III 7. Provide solid Flat Btoding at all Valleys.Fasten Sheathing to Bloding in accordance with Note 1 W <br /> Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. O LL ILL <br /> III +6 III o- WALL FRAMING PLAN NOTES: J Y <br /> I Pry <br /> I 4x10 ( 9. E,denor Wags Shan be Shear Wall type P1� with 2x6 Studs @ 16"oc,u.o.n. I— <br /> Intenor Walls shag be 2x4 Studs @ 16"oc,u.o.n. �j U <br /> `_/ <br /> a — N <br /> P1-6 Where adjacent Shear Walls are in contact,nail surds together per 3/SO6.See 11606 for special stud requirements at Shear Wag LV ' <br /> (g� O types Pt-3 P1-2 antl P2 2 <br /> 11 W <br /> 10. Headers shall be 4x1 u o n See Detail 13/S16. ^ <br /> --------- - �, ------ -- S09 11. Built-up Stud Groups a— < V <br /> ---� - p ps in Walls supporting Beams,Posts or Giroer Trusses above shag be(2)Studs.u.o.n.See General Structural <br /> Notes for fastening requrements. 0 <br /> 12. Sae 10/SO6 for Simpson to USP hardware conversion[able. L.L D <br /> 3-CAR GARAGE OPTION-ELEV.'A' EXTENDED GARAGE OPTION-ELEV.'A' LEGEND <br /> SX.X <br /> DETAIL CALL-OUT <br /> - ------ - FF-1-XI SHEAR WALL BELOW PER SCHEDULE OF 11. <br /> m <br /> BEARING OR SHEAR WALL BELOW rn <br /> F <br /> m <br /> [___] BEARING OR SHEAR WALL ABOVE a <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) w o <br /> Q N <br /> POST BELOW <br /> W <br /> PT.LID. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 S O4,1 A <br />