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�{(� <br /> o� T � UNIT PLANC � � S T 4 <br /> Y ' ' Y UNIT PLANS' UNIT PLAN 'C' — <br /> 2 <br /> 19 11 _IL 11 �7 19 m <br /> 1� \ 2 <br /> \SW.� SOe SOB J S09 S09 S06/ <br /> �I SOB t 3 <br /> Ir a <br /> HDR --- — I, HDR HE), <br /> So e/soe <br /> BTL <br /> ENGINEERING P.S. <br /> I I <br /> i <br /> I I <br /> I I <br /> sSOB <br /> 9 aowuQ <br /> I a�S�'a �Li IrQaV, <br /> ,I <br /> .�4 <br /> = <br /> rc <br /> jw �!S10s9 <br /> 09 S09 <br /> a a < <br /> \� <br /> - <br /> 14 <br /> ZQ <br /> X X LLw O CD <br /> 1. <br /> RE-MANUF. <br /> I1 ROOF TRUSSES 0 Z <br /> ®24"1 NP. <br /> Q <br /> i= \ <br /> =1 <br /> p I II II L <br /> ® I <br /> hI <br /> �.. ) <br /> C � <br /> O = <br /> li c o <br /> LU <br /> - _- 18/SOB 1_8lSOB III ad (� <br /> m <br /> I _ HDR HDR A <br /> \31ry+6 INSET GIRDER TRUSS r3/�+p -- '-{ I � ��lti� INSET GIRDER TRUSS �`�/2+6 Cry (� <br /> V MIN 8/SOB -- .. „(3-PLY MIN) C W LL <br /> 3-PLY ) <br /> "DR SIM ^ r SIMHOR <br /> 1 <br /> n— rr'11 1g ,1� 7 -. "— END TRUSS O <br /> --END TRUSS -. - \S09 SOB, SOB - 0 <br /> . P1-3. P1- <br /> �809� SOB 506, S0 W <br /> LEGEND ROOF FRAMING PLAN NOTES: <br /> 1. Rcof Sheathing shall be ti"thick COX(Panel Span Rating 24116).Fasten Sheathing to Framing with 0.131"0 x 212'Nails as <br /> kllows <br /> Framing,Edges 8"oc 'w <br /> DETAIL CAWOUT <br /> SX.X Framing,Field 12"oc � <br /> Boundaries,Blocking,Struts 6"oc y <br /> -- PI-X SHEAR WALL BELOW PER SCHEDULE OF i1S08 At Ones.,Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other O or <br /> Sheathing Nailing requirements. ,y <br /> HORIZONTAL DRAG STRAP SCHEDULE <br /> " <br /> BEARING OR SHEAR WALL BELOW 2. Roof Framing shall be Connector-Plate Trusses C 24"o,u.o.n.Refer to General SWdural Notes. — <br /> PLAN SIMP TYNP <br /> CALLOU TRAP NE DESCRIPTION 3. Trusses marked Soul shall be designed T s �, O' to accommodate the indicated loads and connections. <br /> X. POST BELOW ve 4. Odramin9 Members shall be 2x8 24"oc or per Truss Manufacturer.Post down to FramingMembers below w/2x4 a 48'oc, <br /> BEA Q <br /> 1 CS1Sx BE TO BEAM staggered. <br /> ® <br /> 2 (2)C616x36" BEAM TO BEAM HDR HEADER PER PLAN NOTE B S. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blacking In accordance with Note 1. JOB NO.: <br /> 6. Prmlde H2.5A Clip each side or TLOI Screw each ply at 2-ply or greater Girder Truss ends,typ. 23-239-06 <br /> BEAM TO PLOT DATE <br /> 3 C618x38" (F) FLUSH FRAMED(BOTT.FLUSH W/BOTT. WALL FRAMING PLAN NOTES; <br /> TOP PLATE OF FRAMING) T. Exterior Wells Snell be Sheer Wall"Pf-8 with 2x8 Studs 18"oc,u.o.n. <br /> -- - Interior Bearing Wells shall be 2,4 Stutls @Woo.u.o.n. OB/OB/2023 <br /> 4 (2)CS16x36" BEAM TO Demising Wells shall be(2)walls wllh 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 Architectural Drawings. <br /> --'- OVERFRAMING PER PLAN NOTEI DATE: 06/08/2023 <br /> 5 HTS30C TRUSS/BEAM Where t Shear Wells are In confect,nail slues together per 3/SOB.See 1I508 for special stud requirements at Shear Wall <br /> TO TOP PLATE types PI-3,t-3,PI Pf-2,P24,P2-3,and P2-2. SCALE: Y4"-1'-0" <br /> TRUSS/BEAM 8. Headere shall be 4x10 U.O.N.See Deta1I18IS06. DRAWN: BOB <br /> 6 D3C2R/L-SDS3 TO TOP PLATE 9. Built-up Stud Gmups In Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural CHI RMH <br /> 7 DSC5R/L-SDS3 TRUSS/BEAM <br /> Notes for fastening requirements. <br /> TO TOP PLATE 0 1 2 4 6 18 BLDO: SHEET NO.: <br /> 8 CS16x36" PLATE TO PLATE <br /> r_ I C V- S O r <br /> V^ <br />