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0 <br /> �cv <br /> �5 <br /> din c �Z <br /> L7 u W N <br /> ,L° = w3 <br /> a wJ <br /> 00 <br /> mm <br /> z3xa <br /> w - <br /> r�fT. <br /> 1 ' C <br /> I 5666 `p� <br /> V•QNAL <br /> FLOOR FRAMING PLAN NOTES: <br /> ,6 D_ 16 1. Floor Sheaf iog sha be'/;'thick TSG(Panel Span atmg 4 24)with king dimension perpendicularto supports.Glue Sheathing <br /> '509 509 to all Framing Members and Blacking below with adhesive conforming to A.P.A.Specification AFG01.Fasten Sheathing to <br /> Framing with 0.131"0 x 2)4"Nails or Simpson WSV 119z2%"screws as follows: <br /> 1- WALL SHTG Pt-6 WALL SHTG Framing,Edges 6"oc W <br /> �— CONT.THRU CONT.THRU Framing,Field 16"oc <br /> MONO END TRUSS CORNER MONO END TRUSS CORNER Boundaries,Blocking,Struts 6"oc <br /> 6 At areas indicated as Blocked Diaphragm,provide 2,Flat Blacking(per General Structural Notes)at all Unframed Sheathing Panel ^/ �W <br /> h 21'6 d Edges.Fasten Sheathing to Framing and Bloclung with 0.131"0 x 2%"Nails or Simpson WSV/fg Z2 'screws as follows: r y <br /> _ Framing,Edges 4"oc T Q <br /> Framing, 2 Field 10"oc <br /> P1-6 Pi-6 Boundaries,Blocking,Struts 4"oc \r,� Q <br /> CS16x3'4'-EA. CS16xT-0"-EA. See Drawings for other Sheathing Nailing requirements. (� <br /> SIDE BEAM TO I SIDE BEAM TO t <br /> 11 I PLATE 11 I PLATE 2, Floor Framing shall be as indicated en plan Rarer to General Structural Notes for other requirements. Z <br /> 509 III S09 III ^ <br /> ROOF FRAMING PLAN NOTES: O 0 <br /> 3. Roof Sheathing shall be g'thick(Panel Span Rating 24/16).Fasten Sheathing to Framing with 0.1310 x "Nails as follows: <br /> I I m d ALL FRAMING OP.HA, VARE I I m a ALL FRAMING OR HARDWARE Framing,Edges 6"oc <br /> [D w NOT SHOWN OR SP'c,..IED I I LD w NOT SHOWN OR SPECIFIED Framing,Field 12"oc <br /> Ida TO REMAIN UNCHa. )ED I, a TO REMAIN UNCHANGED Boundaries,Blocking,Surfs 6"oc Q W <br /> I I I l�0 At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.Sea Drawings for other J <br /> O I I ❑ Sheathing Naiing requirements. W <br /> MONO ROOF— <br /> TRUSSES I' Al areas indicated as Blocketl Diaphragm,provide 2z Flal Blocking(per General SWctu21 Notes)al a0 Unframed Sheathing Panel T <br /> <o TRUSSES I'I %x16%GLB ro 5)'x1 GLB Ed Fasten Shealhin t Fra 9 and ebckin 2 m <br /> ' z gas. g o min g with 0.131"0 x 2yz"Nails as follows: <br /> @24"oc (DROPPED) a �24'oc (DROPPED) <br /> —� � I � Framing,Edges 4"oc <br /> Framing,Field 12"oc <br /> I' HGI-S5.50/10 Ili HGUS5.50/10 Boundaries,Blocking,Salts 4"oc <br /> See Drawings for other Sheathing Nailing requirements. I� <br /> i 12 I SO6 4 Roof framing shall be as indicated on plan.Refer to General Structural Notes, <br /> S08 <br /> 5. Trusses marked Sind accommodateconnections.shall be designed to accommodate the indicated loads and connections. W <br /> �p I 6. 0—framing Members shall be 2x4 @ 24"oc posted down to main framing below wl 2x4 @ 48"oc,staggered,or as indicated by the W <br /> II I I Truss Manufacturer. O Q <br /> 7. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking m accordance with Note 3. ' 1 <br /> III 1,6 III ( S. Provide H2.5A Gip each side or TLOK6 Screw each ply w 2-ply or greater Girder Truss ends,typ. O 0— O <br /> l p2 400_ _ _ A WALL FRAMING PLAN NOTES: CD <br /> 9. Exterior Walls shallbe hear Walltype PIG with 2 Studs @ 16'roc'u.o.nl vv <br /> MONO END TRUSS MONO END TRUSS Interior Walls shall be 2x4 Studs @ t6"oc u.o n. J (� <br /> P,-6 _ Where adjacent Shear Walls are in contact,nail studs together per 3ISD8.See 1/S06 for special stud requirements at Shear Wall <br /> rYPes P1-3,P1-2.antl P2-2. W C O <br /> S09 L S09 L 10. Headers shall be 4x6,u.o.n.See Detail 13(S06. n G� U <br /> 11. Built-up Stud Groups In Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.Sea General Structural <br /> Notes for fastening requirements. <br /> 12- See 1D/SO6 for Simpson to LISP hardware conversion table. LL Ln <br /> Ln <br /> _>i Ei'iuED GARAGE OPTION-ELEV.'B' 3-CAR GARAGE OPTION-ELEV.'B' <br /> LEGEND <br /> SX.X <br /> DETAIL CALL-OUT <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br /> so <br /> 0 BEARING OR SHEAR WALL BELOW to <br /> ti <br /> lY <br /> BEARING OR SHEAR WALL ABOVE d <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) w o <br /> Q A <br /> POST BELOW <br /> W <br /> PT.LO. BLOCK THRU FLOOR FOR POST ABOVE m <br /> HDR HEADER PER PLAN NOTE 10 <br /> 10 1 2 4 8 16 sb4.1 B(M) <br />