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v o <br /> 0 <br /> 1 UNIT PLAN 'B' 2 UNIT PLAN 'B' 3 UNIT PLAN 'B' <br /> SETBACK <br /> 19 11 19 11 11 19 `— o <br /> \S06/ S09 A S06 IF S09 S09 A SO6 <br /> a <br /> a a <br /> I A 3 <br /> HDR HDR HDR <br /> .8/S08 8/SO6 o'- <br /> �v�im <br /> II BTL <br /> ENGINEERING P.S. <br /> -.SOB_ 14 I _ III / 14 \ <br /> 'So9 S09 <br /> IF <br /> � II <br /> 6/ I Q R.N am.mr <br /> / 16 eaa�aP.�on wa <br /> _ I /. rswniT BET avasnpn <br /> sos <br /> Ile <br /> CD <br /> a gg gg ¢ a <br /> as a ¢a aQ <br /> - <br /> � ro <br /> 7 <br /> z,i <br /> w J <br /> m <br /> PRE-M UF. LJ_ <br /> — ROOF TRUSSES I.I, O V <br /> !IZ <br /> t# @ 24"oc.TYP. .I <br /> 19 Z <br /> SOB x <br /> GIRDER TRUSS _ <br /> 1=x-_ 18 _ G <br /> S09 <br /> __. LL <br /> 17 <br /> S09 <br /> O <br /> 0 2 � <br /> J <br /> GIRDER TRUSS(4-11.1 MIN) �� 8/SOB III O ,0 3f <br /> - HDR HDR ... -HDR - T HDR L O HDR <br /> 2�A, -4 GABLE END <br /> P1 TRUSS W P14 - /�� w <br /> SETBACK /L� � CS <br /> `� <br /> U <br /> cc <br /> 1116 /19 \ 19 18\ 18 11 _ 11\ 18 \ 18 T=T d <br /> S09 JJJ S06 S06) SOB SOfi: �S09 S09 J S S' V LL <br /> i w a <br /> C a <br /> I <br /> O <br /> c <br /> a� <br /> m <br /> ROOF FRAMING PLAN NOTES: <br /> LEGEND - - - 1.- Roof Sheathing shall be 12"thick CDX(Panel Span Rating 24116).Fasten Sheathing to Framing with 0.131"0 x 212'Neils as <br /> follows: <br /> )O( Framing,Edges _ 6"oc 4n <br /> DETAIL--UT - N <br /> SX.X. Framing,Field 12"oc <br /> Boundaries,Blocking,Struts 6"oc J <br /> SHEAR WALL BELOW PER SCHEDULE OF 11SO6 At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other <br /> HORIZONTAL/DRAG STRAP SCHEDULE ll Sheathing Nailing requirements. ,y <br /> _ BEARING OR SHEAR WALL BELOW 2. Roof Framing shall be Connector-Plate Trusses @ 24"ac,u.o.n.Refer to General Structural Notes. :22 <br /> PLAN SIMPSON -- - DESCRIPTION a to accommodate the Indicated loads and connections. a <br /> C N 3. Trusses marked Strut shall be designed STRAP TYPE f� gne <br /> -1 <br /> POST BELOW 4. Ovedraming Members shall be 2x6 @ 24"oc or per Truss Manufacturer.Post down to Framing Members below w/2x4(�46"oc, Q <br /> 1 CS16x36" BEAM TO BEAM I. staggered. <br /> 2 (2)C516x36" BEAM TO BEAM HDR HEADER PER PLAN NOTE 8 6. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Now 1. .JOB NO.: <br /> 6. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. 23-239-06 <br /> 3 CS16x38" BEAM TO (F) FLUSH FRAM WALL FRAMING PLAN NOTES:ED(BOTT.FLUSH W/BOTT. PLOT DATE <br /> TOP PLATE OF FRAMING) 7. Exterior Walls shall be Shear Wall type P1-6 with 2x6 Studs @ 16"oc,u.o.n. <br /> Interior Bearing Walls shall be 2x4 Studs @ 16"oe,u.o.n. 08/03/2023 <br /> 4 (2)CS16x36" BEAM TO Demising Walls shall be(2)walls with 2"Air Space.Each wall shall be 2x4 Studs @ 16"oc,u.o.n.Each wall shall be sheathed <br /> EA.TOP PLATE with 1 layer of GWB in accordance with Archkectural Drawings. <br /> --- OVERFRAMING PER PLAN NOTE 4 <br /> DATE: 08/03/2023 <br /> 5 HTS30C T TOS/BEAM ---.. Where 1-,P adjacent Shear Walls are in contact,nail studs together per 31SO6.Sea 1/SO6 for special stud requirements at Shear Wall <br /> TO TOP PLATE types P1-3,Pi-2,P24,P2-3,and P2-2. SCALE: Yy"=1'-0" <br /> TRUSS/BEAM e. Headers shall be 4x10 U.O.N.See Detail 181SOB. DRAWN: BIDS <br /> 6 DSC2R/L•SDS3 TO TOP PLATE CHCKD: RMH <br /> 9. Built-up Stud Groups In Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General structural <br /> 7 DSC5RIL-SDS3 TRUSS/BEAM <br /> Notes for fastening requirements. BLDG: SHEET NO.: <br /> TO TOP PLATE 0 1 2 4 6 16 <br /> d CS1606" PLATE TO PLATE C `O� <br />