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C <br /> Fry <br /> jC <br /> min <br /> W >c` <br /> Z <br /> Q 2 10— <br /> ;J <br /> U0 ¢� <br /> W: x wj <br /> U <br /> a Im <br /> 01 <br /> 10 <br /> m <br /> ch <br /> r <br /> vi <br /> E <br /> W= < <br /> T. <br /> 16 <br /> S09 16 <br /> R RAG LAN S <br /> 509 FLOO 1. Floor F MIN P NOTE <br /> heathing s a I be'/."t Eck (Panel pan sting 48/2�l v^th long dimension perpen i tar to supports.GNe Sheathing <br /> to all Framing Member;and Blocking below with adhasme conafming to AP.A.Specihcatian Al Fasten Sheathing to <br /> P7 6 ---WALL SHTG Framing with 0.131"0 x]14"Nails or Simpson WSV pax2/',,"screws as follows: i^�\ <br /> CONT.THP.0 Pt Framing,Edges 6"oc <br /> lv10N0 END TRUSS WALL SHTG �t� LU CORNER CONT.THRURNER 9 70'oc LL <br /> T Framin Feld W MONO END TRUSS CORNER eountlanes Bloclurg SWIs 6 oc <br /> __ N2'I'6 A,,,,,,rd Gated as Blacked Diaphragm,provide ox Flat Blocking Iper General Structural Notes)stall Unframed Sheathing Panel — W <br /> Ig mg and Blocking with 0 131 0 x 2 s'Nails or Simpson WSV x9x?✓screws as follows: <br /> --- ----L Edges Fasten"heatli to Frain <br /> `t-6 I-- Framing,Edges q"oc <br /> CS1Gx3'-0"-EA. P1_g Framing,Field 10"oc �L '� <br /> I' SIDE SEA M TO Boundaries,Blocking,Struts 4"oc Q <br /> CS16x3'-0"-EA � �11 I.I PLATE I SIDE BEAM TO See Drawings for other Sheathing Nailing requirements. ,n <br /> S09 I 2. Floor Framing hall be as indicated on Ian.Refer to General Structural Notes for other r V <br /> III ,.I PLATE gs pl <br /> an. equirements. <br /> III ROOF FRAMING PLAN NOTES: �� O <br /> I Imp ALL FRAMING OR HA l lgRE 3. Roof Sheathing shall be/s'hick(Panel Span Rating 24/161.Fasten Shea hi g to Framing wiN 0.131"0 x "Nails as follows:lira I Nor SHOWN <br /> oR sHL ;9_ED I�m ?L{,FRAMING OR I'{,gRpyWgRE Ffaming,EtlgeS1-- <br /> LTO REMAIN UPJC U Pl; II�� NOT SHOWN OR SPECIFlED Framing Feld 2"oc Q I -- <br /> I.�C TO REMAIN UNCHANGED Boundaries,Blocking,Struts 8"oc r°1 <br /> I m� L,�J <br /> MONO TRUSSES <br /> I III G At Unframed panel Edges,provide PSCA Framing Clips mntare between each Framing Member.See Drawings farohrer _ LLJ <br /> -, TRUSSES I'I 5yx16Y GLB MONO ROOF Sheathing Nailing requirements. J <br /> ICI @ 24"o. (DROPPED) TRUSSES I-i 5Y2xi 6X�GLB At areas indicated as Blocked Diaphragm,provide 2.Flat Blocking(per General Sbuctural Notes,at all Unframed Sheathing Panel W <br /> I a @ 24"00 (DROPPED Edges.Fasten Sheathingt Framing and Blocldn a <br /> I HGUS5.50/10 0 9 9wih 0.1310x2"Nails as follows 3_ <br /> I I I — ' � Framing,Edges 4oc <br /> I I HGUS5.50/10 Framing,Field <br /> I S08 III see Drawings for other 51111 iflg Nailing epulff!n7nni <br /> SOB 4, Roof Framing shall be as indicated on Plan.Refer to General Stmctural Notes. <br /> I 5. Trusses marked Strut shall be designed W accommodate the indi:ated loads and connections. L <br /> (Q III R\O 6. Overframing Members shall be 2x4 24"oc L..� <br /> f I I TNss Manufacturer. posted down to main framing below w/2x4 @ 48"oc.staggered,or as indicated by the <br /> 0.•ty,`s III 7. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Note 3, O J W <br /> �• - —-4x10-- I °Zj e. Provide N2sA clip each sitle or T(,OK6 SIXEw BdOh ply a(2.ply Or greater Girder Truss ends,typ. O a LL <br /> PAN. J p <br /> — —:TRUSS - .r WALL FRAMING PLAN NOTES '^ <br /> MONO END v <br /> MONO END TRUSS g. Ezrenor walls shah be hear wall type 1-6wrath 2x6 Studs @ 16'c,u.o.n. L <br /> interior Walls shall be 2,4 Scads @ 16 0c u o.r <br /> Where a acenl Shear Walls are in contact na'I studs together per 3/SO6.See 1/506 for speNal stutl requirements at Shear Wall <br /> and P2-2. Z <br /> L____ types 3 P1 2 � � O <br /> `.J S09 10, Headers shall be 4x6,u,o.n,See Detail 13/S05. W 4/ <br /> IT Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.0.r.See General Structural < <br /> r1 Notes for fastening requirements. V <br /> 12. See 10/S06 for Simpson to USP hardware conversion table. <br /> EXTENDED GARAGE OPTION-ELEV 'A' <br /> 3-CAR GARAGE OPTION-ELEV.'A' <br /> LEGEND <br /> xX <br /> SX.X DETAIL GALL"OUT <br /> P1-X SHEAR WALL BELOW PER SCHEDULE OF+'S06 <br /> co <br /> co <br /> C� BEARING OR SHEAR WALL BELOW <br /> F <br /> BEARING OR SHEAR WALL ABOVE W <br /> a <br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) <br /> co <br /> POST BELOW co <br /> PT LD. BLOCK THRU FLOOR FOR POST ABOVE <br /> HDR HEADER PER PLAN NOTE 10 <br /> ^1 2 4 16 SO AA(M) <br />