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WALL SHTG <br />CONI THRU <br />CORNER <br />i2)i::S 16x3'-0" <br />SEAM TO EA <br />PLATE <br />I' <br />moll <br />ALL FRAMING OR HARDWARE <br />a <br />NOT SHOWN OR SPECIFIED <br />�a <br />� p <br />TO REMAIN UNCHANGED <br />n� <br />GLB ER P804 <br />HHUS5.50/10 <br />-TRUSSES <br />Ig 24"Oc -1 <br />II <br />I <br />12 <br />508 <br />II <br />I <br />— 4X IU �- <br />�it <br />so <br />-CAR GARAGE OPTION - ELEV. 'A' <br />S08 <br />WALL SHTG <br />CONT. THRU <br />CORNER <br />s2x� <br />(2)CS16x3'-0" <br />r] <br />BEAM TO EA. <br />PLATE <br />--onga <br />I 18 <br />LOW ROOF <br />If <br />SO9 <br />TRUSSES l <br />24'a <br />ALL FRAMING OR HARDWARE m o <br />NOT SHOWN OR SPECIFIED W a <br />m <br />TO REMAIN UNCHANGED p l <br />of <br />GLB PER SO4 <br />w <br />HHUS6'B <br />m <br />Il <br />I <br />II <br />� <br />I <br />12 I' <br />SO6 , I <br />I <br />I <br />4 I <br />11 <br />S09 <br />EXTENDED GARAGE <br />OPTION - ELEV. 'A' <br />FLOOR FRAMING PLAN NOTES: <br />1. Floor Sheathing shall be°. thi ( anal Span Rating 4 4f with long dimensi- Force <br />ndreu rto supports. Glue Sheathing <br />to all Framing Members and Blocking below with adhesive conforming to A.P.ASpeafiration AFG-01. Fasten Sheathing to <br />Framirg with 0.131 "0 x 2Y" Nails or Simpson WSV #9x21¢" screws as follows: <br />Framing, Edges 6"oc <br />Framing, Field 10"oc <br />Boundaries, Blocking, Struts 6"oc <br />AI areas Indicated as Blacked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed Sheathing Panel <br />Edges. Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Yz" Nails or Simpson WSV #9x2Y" screws as follows. <br />Framing, Edges 4"oc <br />Framing, Field 10"oc <br />Boundaries, Blocking, Struts 4"Oc <br />See Drawings for other Sheathing Nailing requirements. <br />2. Floor Framing shall be as indicated on plan. Refer to General Structural Notes for other requirements. <br />ROOF FRAMING PLAN NOTES: <br />3. ao frealhmg ihall F. s" 1 ( anal Span Raring 4116). Fasten Sheathing to Framing with .1 1' 0 x :' Nails as follows. <br />Framing, Edges 6"o7c <br />Framing, Field 12"oc <br />Bounderes, Blocking, Struts 6"oc <br />At Unframed Panel Edges, provide PSCA Framing Clips cantered between each Framing Memoer. See Drawings for other <br />Sheathing Nailing requirements. <br />At areas ind-Wol as Blocked Diaphragm, provide 2x Flat Blocking (per General Structural Notes) at all Unframed Sheathing Panel <br />Edges. Fasten Sheathing to Framing and Blocking with D. 131"0 x 2 z" Nails as follows. <br />Framing, Edges 1 4"oc <br />Framing, Field 12"oc <br />Boundaries, Blocking, Strtris 4"oc <br />See Drawings for otter Sheathing Nailing requirements. <br />4, Roof Framing shall be as Indicated on plan. Refer to General S—tural Notes. <br />5. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. <br />6. Overframing Members shall be 2x4 @ 24"vc posted down la main framing below w/ 2x4 Q 4B"oc, staggered, or as indicated by the <br />Truss Manufacturer. <br />7. Provide solid Flat Blocking at all Valleys. Fasten Sheathing to Blacking in accordance with Note 3. <br />B. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends, typ. <br />WALL FRAMING PLAN NOTES: <br />-Exelor Wal s shall etype 1 uds oc, —.h. <br />Interior Walls shalleSuds a --- <br />16"ac, u.o.n. <br />Where adjacent Shear Walls are in contact, nail studs together per 31606. See 1/SO6 for special stud requirements at Shear Wall <br />types P1-3, Pt-2, and P2-2. <br />10, Headers shall be 4x6, u,o,n. See Detail 131S06. <br />11. Built-up Stud Groups in Walls supporting Beams. Posts or Gnder Trusses above shall be (2) Studs, u.o.n. See General Structural <br />Note. for fastening requirements. <br />12. See 10/SO6 for Simpson to USP hardware conversion table. <br />LEGEND <br />XX <br />SX.X <br />DETAIL CALL -OUT <br />SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br />0 <br />BEARING OR SHEAR WALL BELOW <br />BEARING OR SHEAR WALL ABOVE <br />(F) <br />FLUSH FRAMED (BOTTOM FLUSH W/ BOTTOM OF FRAMING) <br />gg <br />11.1 BELOW <br />PT. LD. <br />BLOCK THRU FLOOR FOR POSTABOVE <br />HDR <br />HEADER PER PLAN NOTE 10 <br />0 1 2 4 8 16 <br />114"=1'A" <br />