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�0 <br /> �U? <br /> III �.S <br /> a^N <br /> Uo n n <br /> kx _ <br /> U w� <br /> ;0 <br /> �m <br /> 6� <br /> L• <br /> iv�d q, <br /> Z IE <br /> SIT^Sj� <br /> 5666 ',l,Y <br /> �i 11 FLOOR FRAMING PLAN NOTES: na24 with long dimension dicwar to sn ns Glue lheathmg <br /> S08 1. Floor Sheathing she be:tick 8 (anel pan Ratii y ) o g perpen ppo g <br /> to all Framing Members and Blacking below with adhesi"'ddnforming to AP.A.SFecihcation AFG-01.Fasten Sheathing to I•— <br /> o I Framing wdt 0.131"0 x 2Yz Nails Simpson WSV p94Y.. <br /> I-al WALL SHTG PILE or screws as follows. �\ <br /> Framing Edges I fi'oc M <br /> CORN ER:�1I CORN THRU Framing,Field 10'oc W <br /> „r <br /> Boundaries Blocking SWts fi'ocLL <br /> 1 B Al areas nd toted as Blocked O tphragro provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel 7 <br /> __ Edges.Fasten Sheathing to Framing and Blocking with 0 131 0 x 2Ya"Nait or Simpson WSV Ygx2Jy.screws as as follows: L <br /> s.<3 CD <br /> ' " Framing Edges <br /> 2C516x3 4"oc Q <br /> O -0 Framing Field 10'oc <br /> CEANi TO EA. 'i BEAM TO EA. Boundanes,Blocking,Struts 4"oc `� <br /> PLATc I PLATE I Q <br /> See Drawings for other Sheathing Nailing requirements. !11 <br /> '� 18 P1 i6 2. Floor Framing shall be as Indicated on plan.Refer to General Structural Notes for other requirements. i <br /> S09 LOW S09 ROOF FRAMING PLAN NOTES: O Z <br /> TRUSSSESSES 24"ac 1 Roof Sheathing shall be,,'thick(Panel Span Rating 2416).Fasten Sheathing to Framing with0.131" "Nails as folows: _O <br /> o m o II Framing Edges 2"oc z <br /> �Tj.RE.l <br /> ING LH 11A1'U2VAkL. (Da l ALL FRAMING OR HARDWARE Framing Feld 12'ocWN OP PECIFIED p 1 NOT SHOWN OR SPECIFIED m a m Boundanes Blocking Struts6 ocz <br /> .1, la IFI 0 j I j TO REMAIN UNCHANGED O I At Unframed Panel Edges provde PSCA Framing Clips centered between each Framing Member.Sea Drawings for other w <br /> -- Sheathing Nailing requirements Uj --I j <br /> 2 At areas indicated as Blocked Diaphragm,provide 2,Flat Blacking(per General Structural Notes)at all Unframed Sheathing Panel w <br /> GLb F R SOii ) GLB PER SO4 W Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2"Nails as follows: m <br /> :1rlJ85 Oi.0 LO - HHUS5.50/10 m Framing,Edges 4"oc j <br /> ri u:- j I Framing,Field 12"oc <br /> Boundaries,Blocking,Struts 4"oc <br /> See Drawings for oil Sheathing Nailing requirements. <br /> 1 I 4. Roof Framing shall W as indicated on plan.Rater to General Structural Notes. <br /> 122 ' 12 5. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. W SOB A/ z it <br /> 1 6, Over(aming Marinette shall be 2,4 @ 24"ac posted down to main framing below w/2x4 @ 46"oc,staggered,or as Indicated by the LL� ; <br /> Truss Manufacturer, O <br /> 7. Provide solid Flat Blocking at all Vmlays.Fasten Sheathing to Blocking m accordance w,in Note 3. <br /> l,' II I s II <br /> a. Provide 112.5A Clip each side or TLOK6 Screw each ply at 2-ply ur yre&ter Ghder Truss ends,lyp. O ILL <br /> O <br /> 11 <br /> WALL FRAMING PLAN NOTES: <br /> ( xtenor Wal s s all be hear Wa type P1-6 with 2x6 Studs®16'oc,u.o.n. v <br /> -- _ Interior Wa113 shall be 2x4$lucks a(]1, u.o.n <br /> Pl- <br /> g Where adjacent Shear Walls are in contactnail muds <br /> together per 31S06.See 1/S06 for special stud req-timer is at Jhee Well <br /> 11 types P1 3 Pi 2 and P2 2. C O <br /> 3U; S09 10. Headers shall be 4x6,u.o.n.See Detail 13/SO6. a Q V <br /> 11. Built-up Stutl Groups in Walls supposing Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n,See General Structural <br /> 3-CAR GARAGE OPl-10N LLE'V'.'d' EXTENDED GARAGE OPTION-ELEV.'B' Notesforfasteningrequlraments. ? 2 <br /> 12. See 10/S06 for Simpson to USP hardware conversion table. L <br /> I <br /> 0 <br /> LEGEND <br /> XX DETAIL CALL-OUT <br /> SX.X <br /> G <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/306 g <br /> �]] BEARING OR SHEAR WALL BELOW y <br /> t <br /> BEARING OR SHEAR WALL ABOVE <br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) w <br /> Q H <br /> � o <br /> POST BELOW <br /> W <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 e 16 SO4.1 B <br />