Laserfiche WebLink
L <br /> L7 <br /> ❑ z, <br /> U- <br /> a� <br /> BU9SU9 <br /> SO6 � � SOfi <br /> - <br /> I <br /> (2)2x6 (2)2x6 <br /> m - I W <br /> wE 4 II p - <br /> \STER <br /> �_. <br /> L <br /> STIO, S08 <br /> LL <br /> -_ KJ LLI <br /> LL J <br /> LIJ <br /> - - -- PRE-MANUF. < <br /> ROOF <br /> TRUSSES y Q <br /> @ 24"oc. 0 <br /> x <br /> N TYP LINO <br /> -_ O Z <br /> J Q <br /> ROOF FRAMING PLAN NOTES: W <br /> 1. Roof Sheathing shall be/a'!hick(Panel Span Rating 24/16).Fasten Sheathing to Framing w Ih 0.131"O x 2X.NaiU as totlows. Ll.l <br /> Framing,Edges 1 6"oc J <br /> Framing Field t2'oc LIJ <br /> —_- Boundaries Blocking Salts 6"oe <br /> At Uolramed Panel Edges prov de PSCA Fram ng Clips centered between each Fien n9 Mellon, free Drawl tge for other �_ i <br /> Sheathing Na fng requ rements <br /> I <br /> At ar-a and cared as Blocked D aphragm provide 2,Flat Blocking(per General Sbuctural Notes)stall U iframetl Sheathing Panel <br /> v, Edges.Fasten Sheathing to Framing and Block ng with 0.1310 x 2,4"Nails as follows'. <br /> Framing.a Edges _ 4"oc Framing,Field 12"oc <br /> 22 Boundaries,Blocking.Salts 4"oc <br /> P MASTER +s Sea Drawings for other Sheathing Nailing requ tements. r nLLJ <br /> 2 Root Framing shall be as ndicali d on plan.Refer to Gene,ai Structural Notes <br /> �?I W II II 3. Trusses marked Strut shall be designed to accommodate the-ceted loads and connections L> <br /> SOg Y 4. Ovedramng Members shall be 2x4 @ 24 oc posted down to man training below w/214 @ 43'oc staggered.or as ndi—d by ine i LL <br /> Truss Manufacturer. 0 <br /> O <br /> Z 5 Provide solid Fiat Blocking at all Valleys Fasten Sheathing to Blocking In accordance with Nota I < z/ —' <br /> 6. Provide H2.SA Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Trust,and.,typ. V` <br /> 6 WALL FRAMING PLAN NOTES: _ J <br /> (2)2x6 7 Exterior Walls shall be Shear Wall type P1-6 with 2,6 Studs @ I6'oc u.o.n. Z <br /> Inter Walls shall be 2x4 Studs @ 16'op u o n � Q <br /> (2)2x6 xo -6 Where adjacent Shear Walls are-n contact,nail studs fageiher per 3/S06.See 11S06 for special stud requirements at Shear Wall O U <br /> — —_ -_ _ types P1-3 P1 2 and P2 2 _ <br /> _— <br /> GABLE END)f'.i <br /> 11 6. Headers shall be 4x6 u.o n See().fail 13/S06 O <br /> 9, Built-up Stud Groups'n Walls suppsi ong Be...,Posts of Girder Tr ss be ues above shall (2,Sluua u.o. n.See General Structural <br /> SO6 1 1 -1 0� Notes nor fastening requirements Z) <br /> 0£ <br /> `-- 10. See 10/S06 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> a <br /> SX.)( DETAIL CALL-OUT m <br /> N <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/S06 ~ <br /> K <br /> W <br /> a <br /> BEARING OR SHEAR WALL BELOW ' <br /> y to <br /> POST BELOW <br /> OVER FRAMING PER PLAN NOTE 4 Ld o <br /> HDR HEADER PER PLAN NOTE S <br /> 0 1 2 4 b 16 <br /> S05B(M) <br />