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I <br /> UNIT PLAN PC' 5 UNIT PLAN 'B' 6e6 UNIT PLAN V UNIT PLAN'C' $ <br /> q 1 <br /> 19 11 _ ii 19 SOB/--L 19 11I / 11 19 ro <br /> 509, S06 S09 809 SOB SO9 S06 809/ ` \ / o <br /> a <br /> --- P11 P1-4 Pl t <br /> w <br /> HDR HDR HDR HDR <br /> 8/SOB 8IS06 8/SOfi 8IS06 <br /> BTL <br /> -W�V <br /> 14 <br /> EE ENGINEERING P.S. <br /> III I� I �T_.. <br /> � tI <br /> x I a <br /> 309 ,S09 S09/ S09 <br /> e.mo�scn.eox <br /> i I • oesce area wTe <br /> I <br /> S09 <br /> Fay 9/ g g <br /> O t3 c3'4 '4 c3 cOm ro< <br /> <a a< <br /> S S z <br /> I a <br /> -- 44 LL <br /> PRE-MANUF i m O V <br /> ROOF TRUSSES ¢ <br /> i <br /> I � I <br /> L.L <br /> o <br /> I <br /> I <br /> � II <br /> -_ . <br /> CD <br /> Ili Ii 0 , <br /> t <br /> I , <br /> ::. L) <br /> 3 C = <br /> = o <br /> I I t <br /> m LU <br /> I! <br /> 8/SO6 16/508 �. 16/508 <br /> W <br /> i L <br /> 1f' (J E 8I506 __ .. __��HDR_.. .—HDR —�.. _.-_. HDR HDR ry+N s III � <br /> RUSS 7q I 31 INSET GIRDER TRUSS /+ Pi P (3-PLY MIN) 1 <br /> \ a (3-PLY MIN) 51�Ili �3\ INSET GIRDER TRUSS LL <br /> HDR __. _ ' - /\ END TRUSS Q <br /> Sim <br /> HDR EL <br /> 3 I END TRUSS S09 SO6 SO6 SOB' BOB I.S09/ _ - �a <br /> _ 11 /19\ /19\ 19 19 11 l <br /> P1-3 - P1-3 <br /> \`` ^ I\ (^3)' <br /> LU SOB BOB/ /19?, 17 Wy� <br /> =I -pe SOB. S0� W <br /> gU' <br /> CI LEGEND ROOF FRAMING PLAN NOTES: <br /> 1. Roof Sheathing shall be's"thick COX(Panel Span Rating 24116).Fasten Sheathing to Framing with 0.131"0 x 2'z'Nails as <br /> follows <br /> S Framing,Edges 8"do .c <br /> DETAIL CALL-OUT <br /> SX.X. From ng Raid12'oc � <br /> Boundaries Blocking,Struts hoc, <br /> P1_-JZ 1 SHEAR WALL BELOW PER SCHEDULE OF 1/SOB At Unframed Panel Edges provide PSCA Framing CI ps centered between each Framing Member.Be,Drawings for order O N a <br /> HORIZONTAL/DRAG STRAP SCHEDULE <br /> Sheathing Nailing requ remend <br /> -- -_-- -- L_ BEARING OR SHEAR WALL BELOW 2. Roof Framing shall be Connector-Plale Trusses @ 24'oc,u.c.n.Refer to General Structural Notes. <br /> CALLOUT STRAP TYPE <br /> PLAN SIMPSON DESCRIPTION 3. Thus—marked Strut shall be designed to accommodate the indicated loads and connections. <br /> i� <br /> POST BELOW 4. Overframing Members shall be 2x6 @ 24"oc or per Truss Manufacturer.Post down lc Framing Members below w/2x4(M 48"oc, <br /> 1 CS16x36" BEAM TO BEAM staggered. <br /> 5.(2)CS16X38" BEAM TO BEAM HDR HEADER PER PLAN NOTE 8 Prowd:s,I'd Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Note 1. JOB NO.: <br /> ' I <br /> 8. Provide H2.5A Clip each aide or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,lyp. 23-239-06 <br /> 3 CS1fix36" BEAM TO (F) FLUSH FRAM WALL FRAMING PLAN NOTES: PLOT DATE TOP PLATE OF FRAMING) 7. EED(BOTT.FLUSH W/BOTT. xterior Walls shall be Shear Wall type P1E with 2x6 Studs @ 16'ac,u.o.n. <br /> Intenor Bearing Walls shall be 2x4 Studs®16bc,u.o.n. 06/08/2023 <br /> 4 (2)CS16x36" BEA Demising W,11,shall be(2)walls Wth 2"Air Space.Each wall shall be 2,4 Studs®16"oc,u.o.n.Each wall shall be sheathed <br /> EA.TOPM PTLAO TE - wAh 1 layer of GWS in accordance with Architectural Drawings. <br /> OVERFRAMING PER PLAN NOTE 4 type. ATE: 0 610 8/2 02 3 <br /> 8 HTS30C TRUSS/BEAM _ _ adjacent Shear Walls are in contact,nail stutls together per 3IS06.Be,See 1I506 for spacial stud requirements at Shear Wall <br /> TO TOP PLATE types Pi-3,Pf-2,P2<,P2-3,and P2-2. SCALE:ON <br /> -1'-0" <br /> TRUSS/BEAM 8. Headers shall De 4x10 U.O.N.See Detail 18IS06. DRAWN: BIDS <br /> 6 DSC2R/4SDS3 TO TOP PLATE uiltHCKD: RMH <br /> 9. B -up Stud Groups in Walls supporting Be,,,,Beams Posts or Ginter Trusses above shall ba(2)Studs,u.o.n.Bee General <br /> 7 DSC5R/L-SDS3 TRUSS/BEAM Notes for fastening requirements. <br /> TO TOP PLATE 0 1 2 4 8 16 BLDG: SHEET NO.: <br /> 8 - -CS1606" PLATE TO PLATE C O L D <br /> � JVl D <br />