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o <br /> 1 2 3 4 <br /> - rG UNIT PLAN'C' UNIT PLAN'B' UNIT PLAN 'C' I r <br /> W <br /> Z <br /> I �I <br /> a <br /> �I <br /> 19 11_� 19 11 19 11 1 <br /> \S06� soe/ so6/ So9 A S06 <br /> 01 <br /> HDR -li HDR HDR <br /> B/SDB � e/so6 a/sos <br /> BTL <br /> ENGINEERING P.S. <br /> ` m o <br /> S. <br /> I, SOB, 309 S09 <br /> i <br /> 18 Q B VVL d III <br /> \BOB/ <br /> A aU' 0U' aU' aU' I m tQ9 <br /> Qa aQ Qo. aQ Qa I aQ <br /> ml. Z <br /> Ou ILL <br /> /� <br /> PRE-MANUF. O (D <br /> II ROOFTRUSSES I O <br /> --.� Q 24"ao,TYP. _ <br /> / Q <br /> I _ <br /> I II I <br /> t <br /> _= I� <br /> III <br /> cc <br /> � � o <br /> z <br /> -- —— — _— - 161SOB 16IS08 (3) 3 <br /> "OR <br /> HDR <br /> EE <br /> ry+6 INSET GIRDER TRUSS /3��+> Pi-0 806 <br /> 5IM .��2+�' INSET GIRDER TRUSS �3_11+y 11111h INSE1 `y U <br /> (3-PLY MIN) (3-PLY MIN) ��� W <br /> ///) IL <br /> 8/SO6 - 8/SO6 V Q <br /> SIM ^ \ D_ <br /> HDR _ -- 19 19 11 _ HOR _ _ <br /> S08: SOB S0 ` <br /> END TRUSS 9/ END TRUSS I E IO <br /> P1-3 - P1-3 y.+ <br /> 1\\ /19^\ 17` ^ I W <br /> S09/ SO6 S09 J so6 z m <br /> I/ / =I <br /> U' <br /> QILEGEND ROOF FRAMING PLAN NOTES: <br /> 1. Roof Sheathing shall thick COX(Panel Span Rating 24/16).Fasten Sheathing to Framing AM 0.131"0 x 2's"Nails as <br /> follows: <br /> XX Forming,Edges 6"oc '� <br /> DETAIL CALL-OUT <br /> SXX Forming,Field 12"oc <br /> - Boundaries,Blocking,Struts- 6"oc N <br /> P1-X SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 At Unframed Panel Etlges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other y� d <br /> HORIZONTAL/DRAG STRAP SCHEDULE <br /> Sheathing Nailing requiremerds. <br /> r� <br /> L_ BEARING OR SHEAR WALL BELOW 2. Roof Framing shall be Connector-Plate Trusses @ 24'ac,u.o.n.Refer to General Sbuctural Notes. 5 — <br /> PLAN SIMPSON <br /> CALLC T STRAP TYPE DESCRIPTION J} msses 3. T marked Strut shall be designed to accommodate Me Indicated loads and connections. a.: YP <br /> POST BELOW 4. Ovedraming Members shall be 2x6®24"00 or per Truss Manufacturer.Post down to Framing Members below Al 2x4 48"cc, Q <br /> CS16X36" BEAM TO BEAM staggered. <br /> 2 (2)CS16x36" BEAM TO BEAM HDR HEADER PER PLAN NOTE B 5. ProNde solid Flat Blocking Mail Valleys.Fasten Sheathing to Blocking In accordance with Note 1. JOB NO.: <br /> 8. Pravitle H2.5A Clip each We or TLOKB Screw each ply at 2-ply or greater Giber Truss ends,lyp. 23-239-06 <br /> 3 CS16x36" BEAM TO IF) FLUSH FRAM WALL FRAMING PLAN NOTES: <br /> TOP PLATE OF FRAMING) T. EED(BOTT.FLUSH W/BOTT. Merlor Walls shall be Shear Wall type P1-6 with 2xe Studs 18"oc,u.o.n. PLOT DATE <br /> Intedor Bearing walls shall be 2x4 Studs Q 16"oc,u.o.n. 06/08/2023 <br /> 4 (2)C516x36" BEAM TO ''I Demising Walls shall be(2)walls with 2"Nr Space.Each wall shall W 2x4 Studs @ 16"oc,u.o.n.Each wall shall be sheathed <br /> EA.TOP PLATE - with 1 layer of GINS In accordance with Architectural Drawings, <br /> OVERFRAMING PER PLAN NOTE 4 DATE: OB/OB/2023 <br /> B HTS30C TRUSS/BEAM Where t Shear Walls are in contact,nail studs together per 3ISO6.Be,1/SO6 far spacial stud requirements at Shear Wall <br /> TO TOP PLATE types P1-3,1-3,P1 P1-2,P24,P2-3,and P2-2. SCALE: 3'4..1'-0" <br /> TRUSS/BEAM 8. Headers shall be 4,10 U.O.N.Be,Detail 181806. DRAWN: BDS <br /> 6 DSC2R/LSDS3 TO TOP PLATE CHCKD: RMH <br /> 9. Built-up Stud Groups In Walls supporting Beams,Pasts or Girder Trusses above shall be(2)Studs,u.o.n.See General StructuStructuralUural <br /> ' 7 DSC6R/LSDS3 TRUSS/BEAM <br /> Notes for fastening requirements. BLDG: SHEET NO.: <br /> TO TOP PLATE i 0 1 2 4 B 16 <br /> 8 CS16x36" PLATE TO PLATE B S05A <br />