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H� <br /> �C <br /> on <br /> LU yz <br /> G r� <br /> N <br /> = U <br /> Liz s� <br /> 4 >3 <br /> w <br /> U � : <br /> a ww <br /> m~ <br /> Eli <br /> z <br /> c�Bm_ <br /> .r, fTA_N <br /> K�l <br /> Z- <br /> ¢- 18 FLOOR FRAMING PLAN NOTES: <br /> (_16 1. a 'ng shall e%thick 8 (Panel Span Rating 4/4)with long dimension perpendicu ar to supprms.Glue Sheathing <br /> 509 S09 to all Framing Members and Blacking below with adhesive conforming io AP.A.Specification AFG-Ot.Fasten Sheathing m <br /> Framing with 0.131"0 x 2,"Nails or Simpson WSV#9x2x"screws as f.lb—: <br /> P1-6 --WALL SHTG P Framing,Edges 6"0D �.ti./ W <br /> -—WALL SHTG Framing Field 10 oC _I <br /> WNT.THRU MONO END TRUSS CONT.THRU Boundanes,Blocking Struts 6 oc U w <br /> MONO END TRUSS CORNER CORNER r g(par General structural Notes)at all Unhamed Sheathing Panel <br /> h,Zy6 4 Etdareas indicated as locked Diaphragm,pro-de 2 Flat Bloc©x 2f'^'als or$pmpson WSV#9x�'screws as fgllpws; U' <br /> g g Framing and Blocking with 0.131' <br /> Framing,Edges 4'oc T d <br /> _ Pt 6 Pt� Framing Flaid 70'oc <br /> Boundaries,Blacking,Struts 4' `�.� Q <br /> CS16x3'-0 EA. CS16.TH0"-EA. See Drawings for other Sheathing Nailing requirements 0 <br /> SIDE BEAM TO SIDE BEAM TO swnnral Notea for inner req <br /> PLATE S09 -+ PLATE 2. Floor Framing shall be as indicated on plan Refe,to Genera, u rements. z Z <br /> S09 I z <br /> ROOF FRAMING PLAN NOTES: -asen streaming to F aming with o.131`0 x ^Nails as fo bws: <br /> IIIN o d TO REMAIN UNCHANGED 3. Roof Sheathing shall DB fis thick(Panel Span Rating 24/161. <br /> %� NOI SHOWN OR SH I O U, Framing Edges 6'oc m^ ALL FRAMING OP H VARE ALL FRAMING OR HARDWARE <br /> w NOT SHOWN OR SPECIFIED Framing Feld 12"oc <br /> TO REMAIN UNCHt, ED a Boundares,Block ng Struts 6 oc W <br /> — "- At Unframed Panel Edges provide PSCA Framing Chips centered between each Framing Member.See Drawings for other J <br /> III N p I I It O Sheathing Nailing requirements. w <br /> MONO ROOF I MONO ROOF <br /> TRUSSES bY2x I6i2 GLB TRUSSES I' At re -d Blacked Diaphragm,Prwide 2x Flat Blo:1 ng(per General Structural Notes)at all Unframed Sheathing Penal <br /> I 5YW15h GLOa x 21:'Nails as follow.: <br /> 24"Dc DROPPED g 24'oc Edg F Fasten Sh Sheathing g to Framing and Blocking with 013+ <br /> a @ ( - (DROPPED) <br /> Framing Edges 4 oc <br /> II <br /> H(3U55.50110 I —HGUS5.50/10 Bounda ieseBlocking,Struts 14"oc <br /> (I Be,Drawings for other Sheathing Nailing requirements. <br /> 12 SO6 4, Roof Framing shall be as indicated on plan.Rafe,m General Slmlctaral Notes. <br /> S08 <br /> 6. Trusses marked Shut shall be designed to accommodate the indicated loads and connections. W <br /> IAT I aln framing below wl2x4 @ 48"oc,staggered.or as Indicated by the C� Q j <br /> I i 8. Oaerframinc Members shall be 2x4 @ 24"a pasted down fg r <br /> III I Truss Manufacturer. U 1 w <br /> -I 3locking in accordance with Note 3. /\ J LL <br /> I 7. Provide sold Flat Blocking at all Valleys.Fasten Sheathing to 0 <br /> 2*f1 I 6 8. Prov d,Hi Gip each side or TLOK6 So new each ply at 2-p "great"Girder Truss ends,typ. `^ <br /> a 4x10.-. WALL FRAMING PLAN NOTES. U 9. xtedor Walls she I be ear Wall hpe P1fi with 241 luds @ i6'oc.u.o.n. <br /> NO END TRUSS MONO END TRUSS7t(I Interior Walls shall be 2x4 Studs @ 16"oc,u.o.n. J (� <br /> P1-6 _ Where adjacent Shear Walls are in conlact,nail studs together per 3/SO6.See 1/S06 for special stud requirements at Shear Wall L <br /> tylon P1-3 P1 2 and P2 2. Ld C 5 <br /> 16 L———— -- 16 L -- — G <br /> S09 SOB —r 10. Headers shall be 06,u.o.n.Sea Detail 13ISO6, CL <br /> 11, Built-up ms Stud Groups in Walls supporting Bea ,Posts or Girder Trusses above shall be(2)Studs.u.o.n.Sea General Sh-turalCL <br /> U <br /> Notes for fastening requirements. L <br /> 12. See 1WS116 for Simpson to USP hardware conversion table. LL <br /> EXTENDED GARAGE OPTION-ELEV.'B' 3-CAR GARAGE OPTION-ELEV.'B' <br /> LEGEND <br /> 6X.X <br /> DETAIL CALL-OUT <br /> 4 <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 k <br /> m <br /> ed <br /> 0 BEARING OR SHEAR WALL BELOW o) <br /> l= <br /> s <br /> rl <br /> BEARING OR SHEAR WALL ABOVE W <br /> (F) FLUSH FRAMED[BOTTOM FLUSH W/BOTTOM OF FRAMING) 1u ry <br /> 1- N <br /> :0 <br /> POST BELOW <br /> Ix <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 0 1 2 4 8 16 SO4.1 B(M) <br />