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WALL SHTG - -- <br />WONT. TI1RU jjI <br />CORNEk-,. 1. <br />121CU1a"x3'-0" �-% Ij� <br />BEAfu TO FA. <br />PLATE <br />....................1 o.i a 4...--...-...................I, <br />col <br />ALL FRAMING OR HARDWWARE � <br />� a <br />NOT SHOWN OR SPECIFIED I <br />m p <br />TO REMAIN UNCHANGED <br />n,e <br />GLB PER SU4 <br />SGE , <br />_ --i P I-F'I ..... <br />'-i <br />Ilia <br />LOW ROOF <br />HHUS6.60/10 --' I' <br />TRUSSES <br />Lo: 24"oc <br />I <br />I' <br />4x1U <br />�SOg J <br />3-CAR GARAGE OPTION <br />- ELEV 'B' <br />11 <br />S09 <br />WALL SHTG <br />CONT. THRU <br />CORNER <br />9 <br />�6 <br />_`_ <br />BEAM TO EA. <br />PLATE <br />I <br />18 <br />LOW ROOF <br />S0B <br />TRUSSES I- <br />24"oc <br />ALL FRAMING OR HARDWARE m o I <br />NOT SHOWN OR SPECIFIED a I <br />rn <br />TO REMAIN UNCHANGED <br />3a: I' <br />P <br />GLB PER SO4 <br />w a <br />HHUS6.60/10 I' <br />m <br />I <br />I <br />I <br />1z I• <br />SO6 <br />I <br />liI <br />a I <br />ks I <br />11 <br />SOB <br />EXTENDED GARAGE <br />OPTION - ELEV. 'B' <br />FLOOR FRAMING PLAN NOTES: <br />1. Floor Sheathing:hall be'. ihlck T8G ( anal Span Rating 48/24) wIN ong dlmensron per pentli<ular to supports. a Sheathing <br />to all Framing Members and Blacking below with adhesive wnfannirg to AP.A.Speci(wgan AFG-01. Fasten Sheathing to <br />Framing with 0.131"O x 2Y" Nails ar Simpson WSV a9x2 i'screws as follows: <br />Framing, Edges 6"oc <br />Framing, F eld 10"oc <br />Boundaries, Blocking, Struts 6"oc <br />At areas indicated 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 0.131"0 x 2)4" Nails or Simpson WSV u9x2Y"screws as follows: <br />Framing, Edges 4"oc <br />Framing, Field 101oc <br />Boundaries, Blocking, Struts 4'.oc <br />See Drawings for other Sheathing Nailing requirements. <br />2. Floor Framing shag be as Indicated on plan. Rater to Generai Sbuctural Notes for other requirements. <br />ROOF FRAMING PLAN NOTES: <br />3. Roof Sheathing shall be re thick (Panel pan Rating 24/161. eaten heathing to rammg oath 0.131"' Nails as ogows: <br />Framing, Edges 6"oc <br />Framing, Field I 12"oc <br />Boundaries, Blocking, Struts 6"oc <br />At Unframed Panel Edges, provide PSCA Framing Clips centered between each Framing Memo,,. See Drawings for other <br />Sheathing Nailing requirements. <br />At areas Indicated 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 0,131"0 x 21'+' Nails as follows: <br />Framing, Edges 4"oc <br />Framing, Field 12"oc <br />Boundaries, Blocking, Struts 4"oc <br />See Drawings for other Sheathing Nailing requirements. <br />4. Roof Framing shall be as indicated on plan. Rater to General Structural Notes. <br />5. Trusses marked Strut shall be designed to accommodate the indicated loads and Connections. <br />6, Overframing Members shall be 2,4 @ 24"oc posted down to mein framing below w/ 2,4 @ 48"oc. staggered or as indicated by the <br />Truss Manufacturer. <br />7. Provide solid Flat Blocking at all Valleys. Fasten Sheathing to Blocking in accordance with Note 3. <br />8. Provide H2.SA Clip each side or TLOK6 Screw each ply at 2-ply m greeter Girder Truss ends, typ. <br />WALL FRAMING PLAN NOTES: <br />9. Exterior Walls shall a Shear Wall type 1 we x Studs 16'oc, u.o.n. <br />Interior Walls shall be 2x4 Studs ® 16"ob. u.o.n. <br />Where adjacent Shear Wells are in wntad, nail stutls logather per i'BGo. See 1/S06 for special stud requirements at Shear Wall <br />types P1-3, P1.2. and P2.2. <br />10. Headers shall be 4x6, u.o.n. Be, Detail 13/SO6. <br />11. Built-up Stud Groups in Wells supporting Beams, Posts or Girder Trusses above shall be (2) Studs, u.o.n. See General Siracemil <br />Notes for fastening requirements. <br />12. See UVS06 for Simpson to USP hardware conversion table. <br />LEGEND <br />SX.X <br />DETAIL CALL -OUT <br />[� SHEAR WALL BELOW PER SCHEDULE OF 1/S06 <br />I- I BEARING OR SHEAR WALL BELOW <br />BEARING OR SHEAR WALL ABOVE <br />(F) FLUSH FRAMED (BOTTOM FLUSH W/ BOTTOM OF FRAMING) <br />POST BELOW <br />PT. LID. BLOCK THRU FLOOR FOR POST ABOVE <br />HDR HEADER PER PLAN NOTE 10 <br />T. <br />s66fi � ,tk <br />GI <br />LLI <br />Z W <br />W <br />W <br />i <br />O� o! <br />LL CD >- i <br />W G O <br />CL W U_ <br />LL <br />a <br />m <br />N <br />t <br />a <br />0 1 2 4 B 16 <br />