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u� <br /> LU r <br /> l7 3 G <br /> p 21 <br /> _V o n <br /> U �J <br /> a Iliw <br /> z= <br /> o <br /> J� <br /> W 1» <br /> W�=� <br /> z3 <br /> w <br /> 1 <br /> 5666 <br /> 4Y(TMI,14'' <br /> FLOOR FRAMING PLAN NOTES: - <br /> 1. or Sheathing s al .think (Pan. pan aLng 41]f4)w lh long mer�ion pa��r to supports.01ua u`tT—eatRng <br /> to all Framing Members and Blocking below with in <br /> conforming to APA.Speclflcallon AFG-01.Fasten Sheathing to <br /> Framing with 0.131"0 x 214"Nails or Simpson WSV i9x2Y-^screws as follows: <br /> Framing,Edges 6"ococ" (DO <br /> j� J raining,Field 70 �.h! <br /> I`IlI Freed Ed es min 6'oc Boundaries,Blocking,Stru <br /> L!1 ro 11 Al areas indicated as Blocked rDiaphragm,mingprovide 2x Flat Blocking Iper General Structure)Notes)at all Unframed Sheathing Panel <br /> Etlges.Fasten Sheathing to Framing an Blocking with 0.131 0 x ZY,"Nails or Simpson WSV rr9z2Yx"screws as follows' w <br /> g g 4"oc Q <br /> Framing Field 10"oc <br /> It — — _ 1 Boundaries,Blocking,SVuts 4'oc j <br /> See Drawings for other Sheathing Nailing requirements. <br /> WALL SHTG WALL SHTG <br /> �-- -- - CO .THRU CONT.THRU 2 Floor Framing shall be a,indicated on plan.Refer to General Structural Notes for otherrequiremenm. t <br /> r f CORNER CORNER <br /> i <br /> P1-6 ROOF FRAMING PLAN NOTES: _ <br /> ()CSto6-0- ..I. (2)CSi6x3'-0"- 1. Sheet ing she be faith, (one ding 24 -Fasten.Shea Ingto Frdmtng wth 0.131'Ox Nails as follows: O <br /> BEAM TO EA. BEAM TO EA I Framing,Edges 6"oc J Q <br /> PLATE I PLATE L Framing,Field 12"6c > <br /> LOW ROOF Boundaries,Blocking,Struts 6"0c <br /> �12 t 12 <br /> $fJ6 r 508 TRUSSES Al Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other T W <br /> @ 24"00 Sheathing Nailing requirements. ly J <br /> d I - -_LOJ' W V'a II I At areas indicated as Blocked Diaphragm provide 2x Flat Blocking(per General Structural Notes)at Sit Sheathing Panel <br /> in GU�4 m O I I j Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y,"Nails as follows: Q <br /> 'r`V�IIF-- �,' ne-il1 p Framing.Field�12"oc"oc <br /> HHUSd.501/G i HHUS5.50/10� ,I w a Boundaries,Blocking,Struts 4"oc <br /> \�\IIPII' W See Drawings for other Sheathing Nailing requirements. <br /> GLe PER SD4 I GLB PER SO4 I <br /> ICI < 4 Roof Framing shall be as indicated on plan Refer to General Structural Notes <br /> 6 <br /> 6 Trusses marked Strut shall be designed to accommodate the nd'caled loads and connections. L.LI <br /> FLL.FRINING OR HAt`DW" F `� ALL FRAMING OR HARDWARE I I SOB s O.erframhg Maml»rs sfwll be 2xa @ 24'oc posted down to Halo Irani ng below w12x4 @ 4B oc,slaygere4 or as ndicated by tiro WHOWNPECIFIEGNOT SHOWN OR SPECIFIED T es Manufacture, OQEMAIN UNt=11 / TO REMAIN UNCHANGED J W <br /> T. Provide solid Flat Blocking at all Valleys.Fasten Shealhutg to Blocking 11 accordance will thole 10 <br /> /'►I S. Provide Hi Clip each side or TLOKS Screw each ply al 2-ply or greater Girder Truss ends,typ, <br /> II III �° J <br /> WALL® NG PLAN NOTES: <br /> Wall P1.6 with 2x6 Studs <br /> ieoc u.a.n. `n F <br /> type @ / _ <br /> 4x10 1INerlor Walls Shall ba 2x4 Studs(Q 16'oc u.o.n. <br /> _ .. <br /> ere adjacent Shad!Wells are'n contecL nail etude together per 51SO6.Sae 1I506 for spec al s ire tud requments at Sheer Wall type. <br /> ' <br /> lYDea P1-3 Pi 2 and P22 '1 ' � O <br /> 11 10. Headers shall be 4x6 u o n See Detail 13)S06. I r J — <br /> S09 11. Built-up Stud Groups in Walls supporting Seams,Pasts or Guaer Trusses above shall be(2)Studs,u.o.n.Sae General Structural U <br /> Notes for fastening requirements. Q <br /> 12. Sea 10/S06 for Simpson to USP hardware conversion table. I..L II <br /> I <br /> 3-i;HR i­Ai<HUE OPTION-ELEV.';-, EXTENDED GARAGE OPTION-ELEV.'A' LEGEND <br /> SX.X <br /> DETAIL CALL-OUT <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/SOS <br /> m <br /> BEARING OR SHEAR WALL BELOW m <br /> H <br /> BEARING OR SHEAR WALLABOVE W <br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) W S <br /> O <br /> 0 <br /> POST BELOW <br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> 114"=t'-0" 0 1 2 4 8 16 SO4.1 A <br />