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- 4 5 <br /> WI UNIT PLAN 'C' UNIT PLAN'B' 6 UNIT PLAN 'B' 7 UNIT PLAN 'C' $ <br /> �I ay <br /> I <br /> ,A <br /> 4-1 <br /> I 19 11 11 19 t9 11 it11 <br /> m <br /> 9 �`/ S 9 S09 \SO6/ 19 S09 \S06 <br /> 00 <br /> ' P1 <br /> I - - PI-4 <br /> HDR �p _ HDHOR HDR <br /> T�7'7506 8/SOfi ! _ <br /> m <br /> II I <br /> BTL <br /> I <br /> I ENGINEERINGP.S. <br /> T , <br /> 19 <br /> so <br /> I I <br /> 609/ /509�.... _. / 14 14 <br /> -_..���'� 509 f - - s09 <br /> I. <br /> 16 <br /> i J BOB <br /> Qa a< as Ia- <br /> � I a< salsa <br /> I' to <br /> Q <br /> I' I <br /> �fl � m.c, J <br /> 0 <br /> CL <br /> PRE I UP. <br /> LL <br /> I� <br /> ROOFTRUSSES O Z <br /> u oe TYP. <br /> ILL <br /> I <br /> I'I <br /> II. _ —_ __ _ _� J <br /> r D=[ <br /> t <br /> 8/So6 -�: w Lll <br /> I&SO6 <br /> Q� <br /> _ L XOR HDR _ HDR <br /> HDR I <br /> %DSag I \ry+a (3-PLV MIN) (3+s SISOfi j _ _ _ __-I— J_�IL.__ll__ *a <br /> BUSS 2+q gl INSET GIRDER TRUSS /2 y <br /> M P1-0I + - \�51ti INSET GIRDER TRUSS /,y/�+s <br /> _ — --- IL. r (3-PLY MIN) Cr <br /> > LL <br /> HDR � /� /� 8/IM —HDR Cn W a <br /> s END TRUSS S09 SO6` ,,9 C d <br /> P 113 _ I\11 19 BOB, SOB 'SOfi S09 _._ ._ _ <br /> __ ENDPi--3USS o <br /> =1 SOB* SOS I 9 1`> W <br /> SO6 S09 m <br /> QI <br /> LEGEND_ ROOF FRAMING PLAN NOTES: <br /> 1. Roof Sheathing shall be I,"thick COX(Panel Span Rating 24(16).Fasten Sheathing to Framing with 0.131"0 x 21i"Nails as Z <br /> fellows: <br /> XX?, Framing,Edges 6"oc <br /> SX.X DETAIL CALL-OUT Framing,Field 12'c C <br /> Boundaries,Blocking,Struts i 6"oc d <br /> I P1-X SHEAR WALL BELOW PER SCHEDULE OF 1/SOB At Unfremed Panel Edges,provide PSCA Framing ClipsO centered OeNreen each Framing Member.See Drawings kr other N L <br /> HORIZONTAL/DRAG STRAP SCHEDULE Sheathing Nailing requirements. <br /> PLAN SIMPSON l - BEARING OR SHEAR WALL BELOW 2. Roof Framing shall be Connector-Plate Trusses @ 24'oc,u.a.n.Refer to General Structural Notes. x U <br /> CALLOl STRAP TYPE DESCRIPTION 40' 3. Trusses marked Strut shall be designed to—mmo,mm the Indicated loads and connections. <br /> POST BELOW 4. Overrraming Members shall be 2xfi 24"oc or '1 CS16x36" BEAM TO BEAM � per Truss Manufacturer.Post tlawn to Framing Members below w12x0�98 <br /> I staggered. i <br /> 5. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance wfth Nate 1. JOB NO.: <br /> 2 (2)CS16X36" BEAM TO BEAM FOR HEADER PER PLAN NOTE 8 <br /> Provide H2.5A Clip each side or Ti Screw each ply at 2-ply or greater Girder Truss ends,typ. 23-239-06 <br /> BEAM TO (F) FLUSH FRAMED(BOTT.FLUSH W/BOTT. WALL FRAMING PLAN NOTES: <br /> 3 1x3 <br /> TOP PLATE OF FRAMING) 9. Exterior Walls shall be Shear Wall type P,-6 with 24 Studs®16"oc.u.o.n. PLOT DATE <br /> 8 <br /> BEAM TO Interior Seems Walls shall be 2x4 Studs®16"oc,u.o.n. <br /> 4 (2)CCS518X66" 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 06108/2023 <br /> OVERFRAMING PER PLAN NOTE <br /> EA.TOP PLATE with t layer of GWB in accordance Win Archltectural Drawings. <br /> 5 HTS30C TRUSS/BEAM - Where adjacent Shear wags are in contact,nail studs together per XSO6.See 1/SO6 for special stud requirements at Shear wall DATE: O6/08/2023 <br /> TO TOP PLATE types P1-3,P,-2,P24,P2-3,and P2-2. <br /> —.—_ - -- SCALE: Y4"=1'-0" <br /> fi DSC2R/LSDS3 TRUSS/BEAM 8. 1shall be 010 U.O.N.See Damil,8/S06. DRAWN: BDS <br /> TO TOP PLATE <br /> -- —-- 9. Built-up Stud Groups In Walls suppolgng Be,-Posts or Girder Trusses above shall be(2)Studs,uc.n.See General Structural CHCKD: RMH <br /> 7 DSCSR/LSDS3 TRUSSBEAM Notes for fastening requirements. <br /> TO 70P PLATE 16 BLDG: SHEET NO.: <br /> 8 CS16X36" PLATE TO PLATE B S05B <br />